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HomeMy WebLinkAboutSITE PLAN.4 i 9 'a r a q a a - a I' 6 11 a GENERAL NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF COLLEGE STATION DEPARTMENT OF PUBLIC WORKS "STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS", LATEST EDITION. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OFF -SITE OF ANY EXISTING PAVING AND STRUCTURES REMOVED. 4. THE CONTRACTOR WILL CONTACT PUBLIC UTILITY COMPANIES TO FIELD VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SURVEYING. 7. WATER AND SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF COLLEGE STATION'S AND WELLBORN SOD'S STANDARDS AND SPECIFICATIONS AS APPLICABLE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING STRUCTURES, UTILITIES AND SERVICES PRIOR TO EXCAVATION AND CONSTRUCTION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES FOR THE RELOCATION OF ANY EXISTING UTILITIES. 10. CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. 11. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND REVIEW ALL FIELD CONDITIONS, INCLUDING EXISTING GRADES AND UTILITY FLOW LINES, AND SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH CONSTRUCTION. 12. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO COST TO THE OWNER AND/OR ENGINEER. 13. ALL EXISTING SHRUBS, TREES, PLANTING AND OTHER VEGETATION, OUTSIDE OF PROPERTY OR LIMITS OF DISTURBANCE DURING CONSTRUCTION SHALL BE REPLACED WITH EQUIVALENT MATERIAL BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. THE CONTRACTOR SHALL CONSTRUCT SILT SCREENS OR OTHER APPROVED DEVICES PRIOR TO CONSTRUCTION TO PREVENT ADVERSE OFFSITE IMPACT OF STORM WATER QUALITY, AS REQUIRED BY THE CITY OF COLLEGE STATION. CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. THE EROSION CONTROL DEVICES SHOULD REMAIN IN PLACE, WHERE PRACTICAL, UPON COMPLETION OF CONSTRUCTION. 15. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE EXISTING ROADWAYS THAT ARE A RESULT OF THE PROPOSED CONSTRUCTION AS REQUESTED BY THE CITY OF COLLEGE STATION. AS A MINIMUM, THIS TASK SHOULD OCCUR ONCE A WEEK. 16. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT AND PROFESSIONAL MANNER. WHEN FIELD CONDITIONS DICTATE ANY VARIANCE FROM DETAILED METHODS, THE CONTRACTOR SHALL PROVIDE COMPREHENSIVE AND DETAILED DRAWINGS (FOR APPROVAL) OF METHODS PROPOSED. 17. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 18. CONTRACTOR SHALL CONSTRUCT ALL WATER SERVICE CONNECTIONS. 19. CONTRACTOR SHALL CONTACT THE CITY ENGINEERING DEPARTMENT'S INSPECTOR ASSIGNED TO THIS PROJECT AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. 20. CONTRACTOR IS TO CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL PRIMARY POINTS OF ACCESS. THIS STABILIZED EXIT IS TO BE MINIMUM OF 15' WIDE AND 50' LONG WITH A MINIMUM DEPTH OF 8 INCHES. 21. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR SUBMITTING A TRENCH SAFETY PLAN TO THE CITY OF COLLEGE STATION AT THE TIME OF THE PRECONSTRUCTION MEETING, OR PRIOR TO BEGINNING CONSTRUCTION OF THESE IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND O.S.H.A. STANDARDS FOR ALL EXCAVATION IN EXCESS OF FIVE FEET IN DEPTH. NO OPEN TRENCHES WILL BE ALLOWED OVERNIGHT WITHOUT THE PRIOR SPECIFIC WRITTEN APPROVAL OF THE CITY OF COLLEGE STATION PUBLIC WORKS DEPARTMENT. ONSITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 22. DURING CONSTRUCTION, ALL MATERIAL TESTING SHALL BE COORDINATED WITH THE CITY OF COLLEGE STATION'S CONSTRUCTION INSPECTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATION FOR COMPACTION REQUIREMENTS. 23. BACKFILL SHALL CONFORM TO CITY STANDARD REQUIREMENTS. 24. CONTRACTOR TO REVIEW DESIGN INTENT OF THESE PLANS AND SUBMIT REQUESTS -FOR -INFORMATION IN A TIMELY MANNER PRIOR TO COMMENCING THAT WORK. c STORM SEWER NOTES 1. CONTRACTOR SHALL FIELD VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONSTRUCTION MANAGER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS. 3. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND IMPLEMENTING A TRENCH PROTECTION PLAN FOR ALL OPEN TRENCH EXCAVATION. PAVING AND STRIPING NOTES: 1. PAVING SECTIONS SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER: GESSNER ENGINEERING, LLP, JOB No. 09-0477, DATED 3-26-10, AND ALL ADDENDA. 2. CONCRETE SHOULD BE DESIGNED TO EXHIBIT A FLEXURAL STRENGTH (3 POINT LOADING) OF AT LEAST 550 PSI AT 28 DAYS. AS AN OPTION, A 28-DAY COMPRESSIVE STRENGTH REQUIREMENT OF 3,500 PSI MAY BE UTILIZED. 3. ALL SUB -GRADE SHOULD BE TREATED WITH LIME MEETING THE REQUIREMENTS OF TXDOT STANDARD SPECIFICATIONS ITEM 260. 4. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." 5. SIGN LOCATIONS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION. 6. CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PC'S AND AS CONVENIENT TO PHASING OF POURS, WITH EXPANSION JOINTS EVERY 60 FEET IN BOTH DIRECTIONS AND SAWED DUMMY JOINTS EVERY 15 FEET IN BOTH DIRECTIONS. 7. CONTRACTOR TO SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING OF ANY PAVING WORK. 8. ALL EXISTING PAVING SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF SITE. (IF ANY) 9. ALL DISCREPANCIES FOUND BY CONTRACTOR RELATED TO UNDERGROUND UTILITIES OR OTHER APPURTENANCES SHALL BE RESOLVED TO THE SATISFACTION OF OWNER AND ENGINEER PRIOR TO PLACEMENT OF ANY PAVING. 10. ALL CURBS SHALL BE FLUSHED AT HANDICAP RAMP LOCATIONS PER THESE PLANS AND PER LANDSCAPE ARCHITECT PLANS. 11. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE ROUTES (PER ADA) EXIST TO AND FROM EVERY DOOR. IN NO CASE SHALL ACCESIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5.0 PERCENT. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. WATER NOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES WHERE PROPOSED UTILITIES ARE BEING CONNECTED, PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN, COORDINATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY SERVICES ENTERING THE BUILDING AND/OR CROSSING OTHER UTILITIES. 3. ALL WATER TAPS AND VALVES SHALL BE INSTALLED BY THE CONTRACTOR AFTER APPROVAL FROM THE CITY OF COLLEGE STATION AND WELLBORN SUD AND SHALL CONFORM TO ALL GUIDELINES AND REGULATIONS SET FORTH BY THE CITY OF COLLEGE STATION'S "GENERAL DESIGN STANDARDS" FOR WATER AND SANITARY SEWER CONSTRUCTION. 4. ALL WATER LINES SHALL MAINTAIN A MINIMUM COVER PER CITY OF COLLEGE STATION SPECIFICATIONS. 5. CONTRACTOR TO SEQUENCE CONSTRUCTION AS TO AVOID INTERRUPTION OF WATER SERVICE TO SURROUNDING AREAS. 6. CONTRACTOR TO REPLACE GRASS AND RESTORE PROPERTY TO ORIGINAL CONDITION IN ALL OFFSITE AREAS DISTURBED. 7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS INCLUDED IN THE CITY OF COLLEGE STATION'S GENERAL DESIGN STANDARDS MANUAL. REFER TO THE STANDARD DETAILS IN THE GENERAL DESIGN STANDARDS MANUAL FOR SPECIFIC MATERIALS, DIMENSIONS, AND CONSTRUCTION STANDARDS. 8. CONTRACTOR SHALL CONTACT NECESSARY FRANCHISE UTILITY COMPANIES PRIOR TO CONSTRUCTION, IN ORDER TO LOCATE AND/OR DISCONNECT SERVICES. 9. ALL DISCREPANCIES FOUND BY CONTRACTOR RELATED TO UNDERGROUND UTILITIES OR OTHER APPURTENANCES SHALL BE RESOLVED TO THE SATISFACTION OF OWNER AND ENGINEER PRIOR TO PLACEMENT OF ANY PAVING. 10. FIRE HYDRANTS SHALL BE LOCATED A MINIMUM OF TWO (2) FEET AND A MAXIMUM OF FIVE (5) FEET BEHIND THE CURB LINE, OR AS INDICATED ON THE DRAWINGS. 11. THE CITY OF COLLEGE STATION WILL REQUIRE COMPACTION TESTING OF ALL BACKFILL IN TRENCHES FOR WATER, SEWER AND DRAINAGE LINES TO ASSURE CONFORMITY WITH THE CONSTRUCTION SPECIFICATIONS REGARDING THOSE UTILITY LINES BEING INSTALLED. IF THE COMPACTION TEST SHOWS THAT THE SPECIFICATIONS ARE NOT MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE SPECIFICATION. ADHERENCE TO THE STANDARD SPECIFICATIONS OF THE CITY OF COLLEGE STATION IS THE RESPONSIBILITY OF THE CONTRACTOR IN THE EVENT THERE IS CONFLICT BETWEEN THE CONSTRUCTION PLANS AND THE STANDARD SPECIFICATIONS, THE STANDARD SPECIFICATIONS SHALL GOVERN. 12. CONTRACTOR SHALL MARK EACH SERVICE END WITH A METAL T-POST PAINTED BLUE. 13. MATERIALS USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 14. ALL SERVICE WYES AND EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 15. STEEL ENCASEMENT PIPE SHALL CONFORM TO BCS UNIFIED SPECIFICATION NO. 110. PER DETAIL W4-00. GRADING NOTES: 1. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE/REPAIR THEM AT HIS OWN EXPENSE. 2. ALL PROPOSED CONTOURS ARE APPROXIMATE. ALL PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES, 3. ALL SPOT ELEVATIONS ARE PROPOSED TOP OF PAVEMENT, OR FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS AND NO PONDING IN PAVED AREAS. NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND PRIOR TO INSTALLATION OF ANY PAVING. 5. THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. 6. ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO THE CITY OF COLLEGE STATION STANDARDS. 7. GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. 8. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES AND DETERMINE HIS BID ACCORDINGLY. 9. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE AND COMPLIANCE TO ADA SLOPE REQUIREMENTS ON ALL AREAS PRIOR TO ANY INSTALLATION OF PAVEMENT AND SIDEWALK. REFER TO TCEQ DESIGN GUIDELINES (CHAPTER 290) FOR ALL UTILITY CROSSINGS. STOP! CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (at least 72 hours prior to digging) WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. I E VA!, R JULCOMPLIANCE 12 2010 ' I COLLEGE 81ATIUN NOIN RING 1 MrAtAEL J. MOORE 9'. 68815 GIST.. U) W 0 z J Q W z W 0 v� Q ti W R o cg W rf $ 8 O .fl z A U A a SHEET C-01.0 • �4 l\ t PROJECT SITE \J \ \ I I I I GREENS PRAIRIE RD �\ GRAPHIC SCALE \ 100 0 50 100 200 A I\ / PON FRIERSON RD 1 / ( IN FEET ) I i Inch - 100 it \ I N ND I-.4 VICINITY MAP N.T.S. jo I � \ I O 1 POST ¢ eDEM of o It � w a d PREAKNESS GREEN TREE G1SPT1� � � 1 ca tj ccm A o a� A A O 0 c Z D r: LL P fig � r+ O Ira P GENERAL NOTES 1. AFTER THE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, THE DETENTION POND AND OTHER DRAINAGE INFRASTRUCTURE SHOULD BE INSTALLED PRIOR TO CONSTRUCTION OF IMPERVIOUS COVER PER THE CITY OF COLLEGE STATION REQUIREMENTS. GREEN PRAIRIE TRAM \ . \ �\ / GREENS PRAIRIF TRAIL — "— - - — — " "I ^ _ / WATER LINE �F _____________-� \- _ A y / I / I I •/ I @,f rs4{`'L j` T 'kv,1 � , T• ''4a` ,} ,s` � 't,�+v� , I ( / ' /' / ' / / // � / � 4 1 1 � � / • a } / I / l l l / /' /' f' / /' // // /'s °o X \\ / / / / Ili ! 11\ I j 1 I�,,� o ::E t In i Sim I PHASE 1 A AREA = ±424,301 SF / (/ / / / / ,' ,' ,� / \ i ► 1 �� ` i11 g PHASE 2 �1 AREA = ±760,140 SF ZDETE b"OND\\\ f ►+ I ,o I /, f PHASE 1 I // I ( I / / // ,/ / // / �..'/ AREA = ±800,683 SF Q i . �; .- / / / / \ / / ,�' / / / l l � ` " tee,• (� l n � (\ \ t / � i / / / \ PHAS /LINESAq� 4 1 — _ _ _ _ _ _ �----- — — — — -- ='L-------- -- — — I -- ----- — I 1 r ,ZL-i No 1ai4os s acrtE his A[A• O. A° �0. o° o° o. .qo ,.,CT x+.� MICHAEL J. MOORE ............................. •O'• 6W15 �% f 1�9p�.9� �0.� � ' 4 t ,kVMd RE1.116EYVIEF0 FOR COMPLIANCE JUL 12`010 COLL c ENGIN SITE PLAN 46.027 ACRE TRACT SAMVEL DAMSON LEAGUE, A-13 BRAZOS COUNTY; TEXAS 0 W NER/APPLICANT ENGINEER COLLEGE STATION INDEPENDENT KIMLEY-HORN AND ASSOCIATES, INC. SCHOOL DISTRICT 111 UNIVERSITY DRIVE EAST. SUITE 105 1812 WELSH COLLEGE STATION, TEXAS 77840 COLLEGE STATION, TEXAS 77840 TBPE REGSITRATION NO. F-928 TEL• (979) 694-5610 TEL NO. (979) 846-8401 FAX: (979) 694-5612 FAX NO. (979) 846-8450 CONTACT: JON HALL CONTACT: MIKE J. MOORE, P.E. SUBUMAL DATE: 06/07/2010 Z g a w 0 � W T z SHEET c-0z.0 N , I I 9 0 O � Ig DONNA J BLACK MARIA DOBOZI KING AUDREY, KENNETH & MARILYN FAE CONOVER ANDREW J JR. & DONNA K STARTZ BOBBY E & JUDY S LEE BOBBY R & PENNY M LEE ESTATES OF ROYDER RIDGE PH 1. ESTATES OF ROYDER RIDGE PH 1, ESTATES OF ROYDER RIDGE PH 1. ESTATES OF ROYDER RIDGE PH 1, ESTATES OF ROYDER RIDGE PH 1. ESTATES OF ROYDER RIDGE PH 1. BLOCK 2, LOT 16 ACRE ZONE A= � BLOCK 2. LOT 15 ACRES 1.O�ONE A-O- I BLOCK 2 LOT 14 I 1.0_ 7 - ZONE A-0 BLOCK 2 LOT 13 I ACRES 1.07=ZONE A-0 BLOCK 2, LOT 12 I ACRES 1.0� NE A-0 BLOCK 2, LOT 11 ACRES 1.2 - ZONE A-0 - - -- - - -ACRES -- 1 - � - - - 1 - -- vrt�cl�a rrvlir��� i rv�u�. �� O pOSY Q GRAPHIC SCALE Q�4= 0 25 50 100 C� a FREAK FO- �- ■ Z Z PROJECT SITE ul ( IN ) GORE S PRAIRIE RD Gip 0 , I inch = 50 ft. o ti .� QP D E '0 i a A AJul O � o � FRIERSON RD Q I PON LN O e co 6 -\\ 0971 VICINITY MAP a z - LL I�� N.T.S. Z AS / M A OT am IL � III lit\ r APPROXIMATE 11 LOCATION I,\�, GENERAL NOTES OF WATERLINE APPROXIMATE LOCATION 1. ACCORDING FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP NO. 48041C0325E. OF EXISTING 3" REVISED JULY 7. 199Z THIS LAND CONTAINS AREAS DESIGNATED AS ZONE A FLOOD WATERLINE PLAIN. 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS w OBSERVATION. 3. P.U.E. - PUBLIC UTILITY EASEMENT. < 4. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION U.D.O. 00 5. SUBJECT PROPERTY IS CURRENTLY ZONED A-0. 1� 00 p 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION a, ' 1 OF ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL. PRIOR TO CONSTRUCTION. a < 7. CONSTRUCT ALL PARKING AND DRIVES AS PER DETAIL ST1-07 OF THE LATEST B-CS w STANDARD STREET DETAILS. I'I 1 w vi 0 8. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT I I eL N 150 f FEETTO E VISIBLE FROM OF THE PERIMETER YBOUNDARY PUBLIC IGOF THE SUBJECT LOSTRESID R TRACTENTIAL S MEASUREDTRICT FROM A (� i w POINT FIVE (5') FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE l I < BUILDING ARCHITECTURE, MATERIALS, COLORS AND SCALE TO MAINTAIN A UNIFIED j-4 APPEARANCE. O 1 9. FIRE LANE MARKINGS SHALL CONFORM TO ORDINANCE NO. 2529, CHAPTER 6. SECTION 1 oI t (B) (10) SUBSECTION 503.3 OF THE CITY OF COLLEGE STATION CODE OF ORDINANCES. O I 10. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING DECORATIVE ROCK, OR A W I PERENIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS. r THE PARKING LOT SETBACK, RIGHTS -OF -WAY. AND ADJACENT PROPERTY DISTURBED ' DURING CONSTRUCTION. H 11. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER. A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW u Z w DEVICE. AND INSTALLEDAS PER CITY ORDINANCE 2394. n� 1 12. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER !� ` I c °♦ ` CITY ORDINANCE 2394. l I I I 13. ALL SOLID WASTE CONTAINERS ARE REQUIRED TO BE SCREENED FROM THE F+y O RIGHT-OF-WAY AND ALL ADJACENT PROPERTIES BY A SIX FOOT HIGH OPAQUE SCREEN. 14. ALL SIGNS ARE PERMITTED SEPARATELY. C 1 fIl ` b 15. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. u I - 16. CURB RETURN RADII ARE 2.0' TO FACE OF CURB UNLESS NOTED OTHERWISE. z l ' c0 17. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF W V) a THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW i-+-1 Z O AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. W FTC I FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT ^� w I I ii DOES NOT CROSS ANY PROPERTY LINE. p ;a1 18. ALL PAVED AREAS SHALL HAVE 6 CURBS UNLESS OTHERWISE NOTED. n O 19. ALL GATES TO HAVE KNOX BOX PER CITY REQUIREMENTS. rT� 20. DRIVEWAY THROAT LENGTHS SHOWN ARE MEASURED FROM THE ANTICIPATED PAVEMENT I I w EDGE OF THE FUTURE MINOR ARTERIAL SECTION. I ago CoO C7 21. LANDSCAPING FOR PHASE 1A SHALL BE INSTALLED WITH PHASE 2. rn 22. ALL WATER MAINS SHALL BE PVC C-900. ALL SANITARY MAINS SHALL BE PVC SDR-26. w < ;j 23. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE 1; 1 LOCKABLE LID SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 m LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY C I.•EGE••sTASION- I , N O i UTILITIES DIRECTOR OR HIS DESIGNEE.La.�1 I I I APPROXIMATE I LOCATION OF LEGEND g 0 REOUIRE i EXISTING 1" WATERLINE APPROXIMATE w EXISTING WATER LINE LOCATION OF i .-3 EXISTING Y GAS EXISTING GAS LINE I J -A' WATERLINE OHF EXISTING OVERHEAD POWER LINE ] i<;-...,::' Al I - I EXISTING EASEMENT I - - - -300- - - - EXISTING CONTOURS - N g o 1 �� { V 299 PROPOSED CONTOURS RE ti� , g , � t ) `� N °� tip � k "t° qq z LL D N PROPOSED WATER LINE "� " " '"" f PROPOSED 6" SANITARY SEWER LINE JUL�'j 210 O - - - - - - - - PROPOSED EASEMENT i r n n GOL�,E ® EXISTING WATER VALVE / N I -6- EXISTING FIRE HYDRANT i° ' '" W � � W SD I ® EXISTING WATER METER W .2 PROPOSED MANHOLE g Oo ` CO PROPOSED DOMESTIC DOMESTIC WATER METER o co I -01 t M PROPOSED IRRIGATION METER co"A " , 11 ` a ~ �;� rn - FA i PROPOSED FIRE HYDRANT I I 1 ® PROPOSED TRANSFORMER `���� I I EXISTING TREE TO BE REMOVED ;J t ( - W�a�l,�l.,�„� -} rm O ' �N f f.4FNT �I�MI�` -S I EXISTING TREE TO REMAIN DEViry.O,11':s t Mx ►� o AT SITE DATA SUMMARY TABLE rp1' j I ZONING OPOSED USE SCHOOL n ( I GROSS ACREAGE 46.027 ACRES (2,004,936 Sq. Ft.) ' PARKING PROVIDED: 179 SPACES (INCL 6 HANDICAP) 1 BUILDING AREA: 85,254 GSF N I BUILDING CONSTRUCTION: TYPE IIB WITH FIRE SPRINKLERS Ri I WATER DEMANDS ,��.••.•••......•.rq / DOMESTIC: MIN 50 GPM i *g • • •*// 1n 1 AVG 100 GPM of I MAX 175 GPM .............:... 4. ' I T OF WAY I L J. MORE / ODE C IRRIGATION: AIVG 11 GPM �� ••:............15..... o 0 • o MAX 16 GPM 19�• x N METER SIZE: DOMESTIC 2 INCH c Al. •, IRRIGATION 1 INCH �• - - SANITARY SEWER LOADING: 3,500 GAL PEAK DAILY FLOW z Z SITE PLAN OWNER/APPLICANT ENGINEER (f� COLLEGE STATION INDEPENDENT KIMLEY-HORN AND ASSOCIATES, INC. Q SHEET 46.027 ACRE TRACT SCHOOL DISTRICT 111 UNIVERSITY DRIVE EAST, SUITE 105 i S"M DAMSON LEAGUE A-13 COI-.EGE STATION, TEXAS 77840 TB12 WELSH PEREGSITRA110N GE STATION, NO. F 8� 1 ' B=OS COUNTY, TEXAS TEL: (979) 694-5610 TEL NO. (979) 846-8401 C-�2'1 FAX: (979) 694-5612 FAX NO. (979) 846-8450 CONTACT: JON HALL CONTACT: MIKE J. MOORE, P.E. • LL / M FOSTER I I" OCK 1. LOT 1 )NE A—O+ / Z F. J / PENELOPE do CHARLES H PRICE O DAMON T do ANGELA R TURNER / AARON HORN c~ RANDY J do CYNTHIA A GUILLOT / ESTATES OF ROYDER RIDGE PH 2. I""• ESTATES OF ROYDER RIDGE PH 2, ESTATES OF ROYDER RIDGE PH 2, C(j ESTATES OF ROYDER RIDGE PH 2. BLOCK 1. LOT 1 (o BLOCK 1. LOT 6 BLOCK 1 LOT 7 (' �,BLOCK 2. LOT 1 ACRES 1.19 —ZONE A-0 — _ (' — — ACRES 1 19= ZONE _ — — — ACRES 1.02 — ZONE 0 _ � � ACRES 1 — Z0� A=0_ — LL- 1\ qq 28 -----— —--`— - — — —— 284------ _—----- -- — 1 Z. JZ CD .�uj I Q Q N N Z'� \ z / /// /, / r / X WILLIAM B BATSON ESTATES OF ROYDER RIDGE PH 1. BLOCK 2. LOT 17 ACRES 1.16 — ZONE A-0 GRAPHIC SCALE 50 0 23 50 100 ( IN FEET ) I inch - 50 & NO.4 BARS ON 18" O.C.E.W. NO.4 BARS ON 12" O.C.E.W. 0 to a Q P z w 0 U 0 co co O O O O A � 0 4 z 3,500 PSI CONCRETE @ 28 DAYS `LIME STABILIZED SUBGRADE PLACED AN17 COMPACTED PER TXDOT ITEM 260. LIME PERCENTAGE SHALL BE DETERMINED IN THE FIELD IN ACCORDANCE 1MTH TEX-121-E. REGULAR DUTY CONCRETE SECTION N.T.S. 3,500 PSI CONCRETE @ 28 DAYS �— LIME STABILIZED SUBGRADE PLACED AND COMPACTED PER TXDOT ITEM 260. LIME N PERCENTAGE SHALL BE DETERMINED IN THE FIELD IN ACCORDANCE WITH TEX-121-E. i DUMMER PAD N.T.S. U W 6" w 1/4"R ♦ ^ N, 3" 28—DAY CONCRETE ,--T W STRENGTH = -4 4000 psi 12"3„ z___]. l .j -i;-FTT 24" 15" 1/4"R 5" 4" " �(l e o 6I 4" O - #4 BARS U 0 - 3/4" X 18" SMOOTH 3" EXPANSION DOWELS EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT Gt A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.T.'S AND P.C.'S TYPE "B" CONTACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. TYPICAL COMBINED CURB -I- GUTTER SECTION 3' MIN CLEARANCE FROM WALLS OR OBSTRUCTIONS ON BOTH SIDES AND BACK. FRONT TO HAVE 6' MIN CLEAR %n AREA. THICKNESS \-1" X 2" RECTANGULAR (TYP') 1/8" X 2" X 2" X STEEL TUBING BASE. 0'-2" ANCHOR 11 GAUGE BRACKETS W/ 1/2- HOLE. WELD TO BASE (4 REQ'D) 1" X 2" RECTANGULAR STEEL TUBINP BASE. 1 /8" X 2" X 2" X 0'-2" 11 GAUGE. V,,, ANCHOR BRACKETS W/ 1/2" HOLE. WELD TO °r BASE. (4 REQ'D) NOTES: 1. DOUBLE BACK HOLDS 4 BICYCLES. 2. FINISH TO BE WEATHER RESISTANT, BAKED —ON POWDER POLYMER COATING. 3. ANCHOR BACK TO CONCRETE WITH 3/8" X 2 1/2" WEDGE ANCHORS AND TAMPER RESISTANT OR WELDED NUTS. (4 REQ'D) OR SET TUBING 12" BELOW GRADE IN 24" DEEP X 6" WIDE CONCRETE FOOTING. 4. CONCRETE BASE MAY BE COVERED WITH DECOMPOSED GRANITE. 5. PLACEMENT OF BICYCLE RACK SHALL BE CONVENIENT TO MAIN ENTRANCE AND IN A HIGHLY VISIBLE AREA. BICYCLE RACK DETAIL N.T.S. SITE PLAN 46.027 ACRE TRACT S"VEL DAMSON LEAGUE, A-13 BRAZOS COUNTY, TF, = OWNER/APPLICANT ENGINEER COLLEGE STATION INDEPENDENT KIMLEY—HORN AND ASSOCIATES, INC. SCHOOL DISTRICT 111 UNIVERSITY DRIVE EAST. SUITE 105 1812 WELSH COLLEGE STATION, TEXAS 77840 COLLEGE STATION, TEXAS 77M TBPE REGSITRATION NO. F-928 TEL: (979) 694-5610 TEL NO. (979) 846-8401 FAX: (979) 694-5612 FAX NO. (979) 846-8450 CONTACT. JON HALL CONTACT. MIKE J. MOORE, P.E. SUBJW=AL DAM 06/07/2010 4 to o O N W z •s P z A A U A a SHEET C-02.2 I I I I � I I � g w 30' GATE W/ KNOX BOX GREENS PRAIRIE TRAIL ` I I ' j f8—DAY CONCRETE TRENGTH = 4000 t fSINGLE GATE REF. ARCH PLANS �i .. t ------ -- — --- -- ----- t �' "cj ON ------------ 558.7' - 0 oA is i a3 ? N/F TRAMS E. NELSON I 35.39 ACRE TRACT �� 13 7178/80 � A�a STOP! !'f A T T 'nT T"I^' l T XTf%T T r%T/'l 1-800-DIG-TESS (at least 72 hours prior to digging) NO.4 BARS ON 12" O.C.E.W. 3,500 PSI CONCRETE @> 28 DAYS °o e A. �. (9 = #4 BARS l 1 0j JOT 1 6-7 `° r`\ \�` `\ '-�' \ = 3/4" X 18" SMOOTH EXPANSION DOWELS 3" 3" 2" 4" 3" EXNXP NOTE: JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.T.'S AND P.C.'S TYPE "B" CONTACTION JOINTS IN CURB & GUTTER I SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 1 TYPICAL COMBINED CURB + GUTTER SECTION ... NO.4 BARS ON 18" O.C.E.W. NO.4 BARS ON 18" O.C.E.W. 3,500 PSI CONCRETE @ 28 DAYS LIME STABILIZED SUBGRADE PLACED AND COMPACTED PER TXDOT ITEM 260. LIME PERCENTAGE SHALL BE DETERMINED IN THE FIELD IN ACCORDANCE WITH TEX-121-E. REGULAR DUTY CONCRETE SECTION N.T.S. r z w U 0 N O t a 0 A � 0 1<1z1 LIME STABILIZED SUBGRADE PLACED AND COMPACTED PER TXDOT ITEM 260. LIME PERCENTAGE SHALL BE DETERMINED IN THE FIELD IN ACCORDANCE WITH TEX-121-E. DUMPSTER PAD N.T.S. 3,500 PSI CONCRETE 0 28 DAYS • /:: d `I 'A A •' "• a' .2 °0;1\\ LIME STABILIZED SUBGRADE PLACED AND COMPACTED PER TXDOT ITEM 260. LIME PERCENTAGE SHALL BE DETERMINED IN THE FIELD IN ACCORDANCE WITH TEX-121-E. HEAVY DUTY CONCRETE SECTION N.T.S. . Z/ b-�4 4.00 PAVEMENT SECTION NOTES 1. ALL DIMENSIONS ARE TO PROPOSED FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL PROPOSED PAVEMENT AREAS SHALL BE PROOF ROLLED AND ANY LEGEND WEAK OR SOFT AREAS SHALL BE REMOVED AND REPLACED WITH COMPACTED FILL. 3. COMPACTION CHARACTERISTICS OF SUBGRADE AND FILL SHALL BE REGULAR DUTY CONCRETE PERFORMED ON AN AVERAGE RATE OF ONE (1) TEST FOR EVERY 300 PAVEMENT LINEAR FEET OF CIRCULATION LANE OR EVERY 5,000 SQUARE FEET OF PAVEMENT AREA, WHICHEVER WOULD PRODUCE THE GREATEST HEAVY DUTY CONCRETE FREQUENCY. PAVEMENT 4. CONCRETE PAVEMENT SHALL HAVE CONTROL JOINTS ON A MAXIMUM 15 4" CONCRETE SIDEWALK FOOT SPACING EACH WAY. EXPANSION JOINTS SHOULD BE PLACED ON A MAXIMUM SPACING OF 60 FEET AND AT ALL DRAINAGE STRUCTURES. — — RIGHT OF WAY 5. STABILIZATION SHALL EXTEND 2' BEYOND PAVING LIMITS. PROP. RIGHT OF WAY 6. PRIOR TO APPLICATION OF LIME TO THE SUBGRADE, THE OPTIMUM FACE OF CURB PERCENTAGE OF LIME TO BE ADDED SHALL BE DETERMINED BASED ON TEX-121-E LABORATORY TESTS CONDUCTED ON SUBGRADE SAMPLES EASEMENT TAKEN FROM THE PAVEMENT AREA AT THE PROPOSED FINAL SUBGRADE ELEVATION. — EX. EASEMENT 7. ALL SIDEWALKS ADJACENT TO PROPOSED BACK OF CURB SHALL BE 2cJ PROPOSED NUMBER OF DOWLED AT 18" OFF CENTER MAX WITH 643 BARS. SPACES 8. ALL CURB RETURNS ADJACENT TO PARKING STALLS ARE Z RADII UNLESS OTHERWISE NOTED. Ilizi o x A A U A a SHEET C-03.1 4.09 jr a 18 TOE DOWN (ALSO AT FLUME ENDS) `—#3 BARS ® 12" O.C.E.W. STANDARD FLUME SECTION N.T.S. PLAN VIEW 1"DEEP SAWED JOINT (TYP.) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED 20' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5,0' 5.0' 5Z 5.0' 5.0 i 5.0' 5.0' • j14. . 4" NOTE: (TYP) REINFORCEMENT WILL BE No. 4 BARS 18" O.C. C0117COMPACTED SUBGRADEgp� STD. PROCTOR (TYP) SECTION A— A EACH WAY MAX. SPACING CONCRETE SIDEWALK N.T.S. 0 2» MIN 1 /2" -►) �- NOTE: WATERSTOP SHALL BE G-SEAL BY GREENSTREAK, INC. EARTHSHIELD BY JP SPECIALTIES. INC., EB-CAP WATERSTOP BY WESTEC, OR APPROVED EQUAL EXPANSION BOARD CAP WATERSTOP N.T.S. NOTE: PROVIDE 1!2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS SEE SITE PLAN 2„ SLOPE 1/4" /FT. MID) MAX. (n'P) L 4" -'jT;pj04- PC CONCRETE MP) SECTION B—B DOWEL DIAMETER - 0.75" 18" LONG SMOOTH DOWEL ® 18" O.C. VERTICAL SAW -CUT 3 8 MIN. POLYURETHANE JOIN' T PAVEMENT SEALING COMPOUND WITH BOND BREAKER THICKNESS 1.75" 04 j' �' •. ' �.. '.' �_ '. .'; ' Pf�QpOi D •PAYET TOP 1/8" NO SAWCUT NOTE: 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. BUTT JOINT DOWEL DIAMETER - 0.75" 18" LONG SMOOTH DOWEL ® 18" O.C. on DOWEL DIAMETER = 0.75" 18" LONG SMOOTH DOWEL ® 18" O.C. T = PAVEMENT DOWEL SLEEVE (CLOSED END) THICKNESS I I /[ 1.75" t- .r . .¢ j , .+ : j ,; • : : n : �; 1-1/4 MIN. ,. <' �;..: ;.: i :. : -... �� :• ,� • } CLEARANCE 41 TOP 1/8" NO DOWEL TO BE SEALING COMPOUND LUBRICATED 1 /2" MIN. REDWOOD EXPANSION JOINT FILLER NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. TRANSVERSE EXPANSION JOINT VERTICAL SAW -CUT I IS—EAUNG COMPOUND VERTICAL SAW -CUT 3 8 MIN. POLYURETHANE JOINT SEALING COMPOUND THICKNESS 3 8 MIN. WITH BOND BREAKER 1.75" WITH BOND BREAKER T = PAVEMENT T = PAVEMENT THICKNESS 1.75" DOWEL SLEEVE (CLOSED END) ..:.:.:. ,:' .:;'�:•,: •:••. ;: :' ,:;�: ; FIRST POUR SECOND POUR TO FIT DOWEL AND BE SECURED .�:;',v .�, �.'.a '1 ;_ : '' '' ; • :. :: -q•.: ,: yw r•t. `�rA•s.l: �: w••ir 1"' y.•{.. ;''•:`• a' wi :.�'.: •y''"'tom• :�•'•,r ••.tic • Ma•,,, ..•a 04 • '¢+..�•{•' .:�.'i••'tip: -•{,` 1�• .••. • •L..�•. e•.. ":; { .. �' ': ':, : ;. 1-1/4" MIN. } : �• , c .:. :.:,'' •,'' . i.: *•�••,'.,'.. ,._�. CLEARANCE •�,• TOP 1 8" NO §UUNG COMPOUND TOP 1/8" NO DOWEL TO BE LUBRICATED NOTE: CONTRACTION JOINT 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. CONSTRUCTION JOINT CONCRETE JOINT DETAILS N.T.S. VAN 9.25' _ _ 10.0' 1 9.25' CONCRETE WEIR STRUCTURAL DETAIL N.T.S. FRONT uA IM 4•01 ^r► 13" TYP. T #4@8.5"OC 3" #4 @ 12" OC {-- 4.0' 2.0' —11 I 8„ T 3" #4 @ 12" OC TYR (18" X 18") #4 @ 12" OCEW SECTION si, Q ■ _ a M z z° z w U � co > E �F �y U 0 0 Saco �1ei � ¢ c Cox ?a �taiR° 1.4 0 W O� �x� U alp w�cn �Wo c� W w� W V Z nQ n - o y �• W s �D A z SHEET C-03.2 °a A r a z 0 HANDICAP 0AMIlKin_ eln_ni PAMNG ADD "VAN ACCESSIBLE" AT VAN VAN ACCESSIBLE SPACES ACCMBLI FRONT SIGN NOTES: 1. SIGN SHALL BE 18'k12" ENGINEERING GRADE REFLECTh ON 0.080-INCH THICK ALUMINUM, AS SHOWN AND ILLUS' ABOVE. 2. SIGN SHALL BE R7-8 AS LISTED IN THE MANUAL ON UNIF TRAFFIC CONTROL DEVICES (MUTCD). 3. MOUNT SIGN SO TOP OF SIGN IS 844NCHES ABOVE FINI; AND CHARACTERS AND LETTERS ARE MINIMUM 60" ABC 4. TUBE SHALL BE ANODIZED DARK BRONZE. 5. FASTENERS SHALL BE CORROSION RESISTANT. ACCESSIBLE PARKING SIGN AND SIGN DETAIL N.T.S. Jr- CAP 3E BACK OF SIGN 3RONZE ARE, ALUMINUM TUBE - ZED DARK BRONZE. N TO STEEL POST ITAINLESS STEEL NERS 3ALV. STEEL POST TO DRAIN WATER GRADE SI 2ETE LANDING p�p't w �z WF O. 6" CURB RAMP X -1:12 MAX SLOPE -1:20 MAX SLOPE ON .. ACCESSIBLE ROUTE -2% MAX CROSS SLOPE m� .�- SIDE FLAT 1:10 SLO WALK WIDTH MAX, (TY LANCURB DSCAPEEAREA� PER PLAN - - - - 0000g00000gooy9/ `-REF: TYPICAL PLACEMENT OF DETECTIBLE WARNING SURFACE ON SLOPING RAMP RUN AND DETECTABLE WARNING PAVER DETAILS. DRIVEWAY RETURNED CURB RAMP N.T.S. -51 L FLAKL FULL 7.) CURB FACE (TYPICAL) 4' (�CAL� (TYPICAL) CU B OF FACE OF CURB TYPICAL AMBULATORY RAMP WITH FLARED WINGS N.T.S. ACCESSIBLE NOTES: PARKING SIGNS LANDSCAPE LANDSCAPE INSTALL S SHOWN b 1. SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH o FEDERAL STATE AND LOCAL 6" CONC. CURB REGULATIONS. CONTRACTOR SHALL OMIT PAINTED W CONCRETE WALK m ACCESSIBLE PARKING 3e SYMBOL N 2. MAXIMUM SLOPE FOR ALL v PATHS 5%; MAX CROSSFALL IS 2%. H.C. H.C. H.C. CONCRETE CAR STOP 3. EXCEEDING OF 2.0% SLOPE IN ANY DIRECTION IN -°r° (TYPICAL) ACCESSIBLE PARKING AREAS, INCLUDING ACCESS AISLES, WILL BE CAUSE FOR 9.0' VARIES 9.0' 9.0' REJECTION. CONTRACTOR TO VERIFY ELEVATIONS PRIOR SEEP N TO PAVING TO ENSURE SLOPES DO NOT EXCEED MAXIMUMS. NO CHANGE ORDERS WILL BE GRANTED SPACE ADJACENT TO FOR RECONSTRUCTION OF W MIN. STRIPED AREA 4" PAINTED YELLOW NON -COMPLIANT PAVEMENT. TO BE DESIGNATED STRIPES @45° (TYP.) AS "VAN ACCESSIBLE SPACE" ON SIGNAGE: (ONE SPACE) ACCESSIBLE PARKING DETAIL N.T.S. PEDESTRIAN FACILITIES GENERAL NOTES 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. 2. LANDINGS SHALL BE A V X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT REFLECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. 7. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 8. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 9. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 10. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE SHEET. 11. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. �} O a W LANDING c 4" MAX AND USUAL 0,0 Q_0,6 0 0 0 0 o'-00000o0 0,00000000 000000000 0000.00000 000-.0,00000 op•0o00000 a00000000 000000000 000000000 DETECTABLE WARNING SURFACE (DOMES TO RUN PARALLEL TO PEDESTRIAN TRAVEL) `- 4" MAX TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN N.T.S. GENERAL NOTES FOR DETECTABLE WARNINGS 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4. DETECTABLE WARNING SURFACES SHALL BE THE FULL DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP. 5. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A MAXIMUM OF 6" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. 6. ACCEPTABLE PAVER MATERIAL SHALL BE PAVESTONE ADA DETECTABLE WARNING PAVER OR APPROVED EQUAL. no 4" MAX It AND USUAL 1,■ii11h11� (TYP FLARE ` FACE OF CURB TRUNCATED DOME PATTERN CURB RAMP NO. 3 REBAR AROUND PAVER INSET EXPANSION JOINT DETECTABLE WARNING PAVER WITH AS REQUIRED TRUNCATED DOME SURFACE SIDE FLARE 1" MORTAR BED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS (TYP-) L CONTROL JOINT PERMISSIBLE 'MIN. 4" NO. 3 REBAR AT J IW (MAX.) ON -CENTER BOTH WAYS CLASS A CONCRETE -SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTION A -A 2 3/8j GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO 3 7 /8E 00 0 0 UNIT BASKET WEAVE PATTERN OR AS DIRECTED. 0 0 0 0 LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT 7 13 16" DETECTABLE WARNING PAVER UNITS USING A POWER SAW. DETECTABLE WARNING PAVER DETECTABLE WARNING PAVER N.T.S. P.�........ jy.E,rgs �l j..J.........................� MICHAEL J. MOORE ................. 0.......:...� ''O • 68815 lop .G►STEP Zi,ia v Coco dx - o t E a w A z �LL gz F_ W W mr co U) .j W 0 0 z_ CL o 0 WW s A A U A a SHEET C-03.3 N 0 U F- w w U) W Z U F- Q DETAIL A SCALE : 1 ` a 20' DETAIL B SCALE : 1' — 20' a a Q p z W 0 U U y .� � x 0 o A 4 z T ............................. MlCHAEL J. MOORE 68815 It G'Z GENERAL NOTES 1. REFER TO ARCHITECTURAL PLANS FOR FOUNDATION LAYOUT AND DIMENSIONS. 2. ALL QUANTITIES OF MATERIALS IN THESE PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. 3. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO CONFIRM ALL EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO CONSTRUCTION. 5. REFER TO STRUCTURAL ENGINEERING FOUNDATION PLANS FOR FOUNDATION PAD PREPARATION. 6. ALL ACCESSIBLE PARKING AREAS SHALL BE 2.0% MAX IN ANY DIRECTION. ALL SIDEWALKS SHALL BE 2% MAX CROSS SLOPE AND A MAX 5% RUNNING SLOPE IN THE DIRECTION OF TRAVEL 7. ALL EROSION PROTECTION AND TREE PROTECTION SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. 8. AFTER THE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, THE DETENTION POND AND OTHER DRAINAGE INFRASTRUCTURE SHOULD BE INSTALLED PRIOR TO CONSTRUCTION OF IMPERVIOUS COVER PER THE CITY OF COLLEGE STATION REQUIREMENTS. WO� Z zoo aWo a Z M LL �O VV-- z I•- o W Q w L.L ♦ ^ V%ft-000 LEGEND z z s X 295.70 PROPOSED SPOT ELEVATION ¢ U ti g PROPOSED MAJOR CONTOUR' a d z PROPOSED MINOR CONTOUR S A — —295 EXISTING MAJOR CONTOUR A A U a — — — — — — EXISTING MINOR CONTOUR SHEET C-04.1 N ti \ GREEN PRAIRIE TRAIL \ =_ —_—__ ___— — —205 �-- --_ — — —� --_\ _ _ — — - ----284--_ - /r`- _ - -- _ -" -zas� -294_ --_ , - _ ---_ ,--7- - 29s__ '-�_.-282--._--__.-__--__--___-,.--__` --__ .,..2$3__ / 1 '/III/ 1 ��/� —r--- — r ----► — —� — 1=� — — — — — — — -- / --/ w w � w w / w --�—#— w w w w —� WATER Lit I--- _ \ \ \ \ ✓ / \ / �/ // / / / I I / / / EC ALNU WEL�L(BORN DISTRICT/3645/284 / / /' / 4, FEMA .� SFHA % �,�/� / / / / / / ( /� / / / /' r / / / / ° / if NO / Gf ADI c, IN THE . -A - - `✓ / / i� 1 / / ' / ~- / / i ' ' ' / ' / ' / - REF: EFr:OSI�N`CONTROL PLAN APPROXIMATE LIMITS OFI ZONE A FLOODPLAIN THE PRELIMINARY'PEMA MAP MODERNIZATION I FLOOD / / / / '\� / /% / R•- I I I \ 1 1 1 1 \ 1 1 1 I /' / 1 INSURANCE RATE MAP 4804 0325E Stop CA OF PROPOSED 4' CONCRETE PILOT CHANNEL REF: PAVING DETAIL 09s SHEET C-03.2 01 -LIMITS � DISTUR)3E6 AREA ' � �v j// / l / / I // / // // // /, / /Zll UM TS OFI I DISTURBED JREA / \ . 1 -00% L�� 50 % AOF PRO SED 4 \ QS CONCRETE PILOT CHAN EL/ REF: PAVING DETAIL A SHEET CY03.2 283 / Top CONCRETE WEIR REF: DTAIL! SHEET C-3.2 41/ / / I I / / I I � F JOHN M. DUNCUM D WIFE, DIANE WIFE, 0.515 ACRE INCUM ACT 5819/227 a Z W 0 U •� U a 0 a � Q 0 a z R!O E N 0 1 N E 'E'rRi N 0 GENERAL NOTES 1. REFER TO ARCHITECTURAL PLANS FOR FOUNDATION LAYOUT AND DIMENSIONS. 2. ALL QUANTITIES OF MATERIALS IN THESE PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. 3. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO CONFIRM ALL EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO CONSTRUCTION. 5. REFER TO STRUCTURAL ENGINEERING FOUNDATION PLANS FOR FOUNDATION PAD PREPARATION. 6. ALL ACCESSIBLE PARKING AREAS SHALL BE 2.07. MAX IN ANY DIRECTION. ALL SIDEWALKS SHALL BE 2% MAX CROSS SLOPE AND A MAX 57a RUNNING SLOPE IN THE DIRECTION OF TRAVEL 7. ALL EROSION PROTECTION AND TREE PROTECTION SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. 8. AFTER THE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, THE DETENTION POND AND OTHER DRAINAGE INFRASTRUCTURE NEEDS TO BE INSTALLED FIRST IN THE SEQUENCE OF CONSTRUCTION PER THE CITY OF COLLEGE STATION REQUIREMENTS. I& LEGEND X 295.70 — —295 — -----294------ PROPOSED SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR Z CM U. 0-O (D N Z_ C)wW L.L. !^ V 0 [V z SHEET C-04.2 I M , 4 I M k w a d 4 h � I t 297.57 ' . \♦ GRAPHIC SCALE 9.1 \ 20 0 10 20 40 t i { � �. ♦ A \ \ ( IN FEET ) \ 1 inch = 20 ft. t ' ' /n A.�. t y / { /x MAU j LL 298.75�9 298.00 Ile \ 298.E 8.98 \ 29 . \ / 298.75 298.30 t9 � F•+y O Cn / C z 77 a O 29.o u g, Q / \ 298.63 Z W O Cn GREENS PRAIRIE \\\ p4 V I;"" M P L I A N J1Jl_ 1 2 2010 A COLLEGE 4AFIO C ENGINEERING GENERAL NOTES P�E OF 5• TF�� ��i • � s i............................. MICHAEL J. MOORE ....; ..................... •'O 68815 9� F'9FG1 EQ`" 1. REFER TO ARCHITECTURAL PLANS FOR FOUNDATION LAYOUT AND DIMENSIONS. 2. ALL QUANTITIES OF MATERIALS IN THESE PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. 3. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO CONFIRM ALL EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO CONSTRUCTION. 5. REFER TO STRUCTURAL ENGINEERING FOUNDATION PLANS FOR FOUNDATION PAD PREPARATION. 6. ALL ACCESSIBLE PARKING AREAS SHALL BE 2.0% MAX IN ANY DIRECTION. ALL SIDEWALKS SHALL BE 2%'MAX CROSS SLOPE AND A MAX 5% RUNNING SLOPE IN THE DIRECTION OF TRAVEL. 7. ALL EROSION PROTECTION AND TREE PROTECTION SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. LEGEND �8UILDING �� \\ems\\ \\�� \\ BUILDING �' 98 5 i PROPOSED SPOT ELEVATION LIMITS \ \ \ LIMITS `' X295.70 I \ \ \\ ` \ \ \ \ \ PROPOSED MAJOR CONTOUR \ / 2 8. .15 PROPOSED MINOR CONTOUR 296. � v � ` \ 8. ` 2 9' '' 2 8. 5 \ 29 ,4 98 94 8. 5 98' 1 X296.58 X296.374 2s� 54 — — —295 EXISTING MAJOR CONTOUR 296.23 2 9 5 I �J 248.27 � � � \ \ \ \ \ \, \ \ � � / / I � — — — — —294 — — — — — — EXISTING MINOR CONTOUR \ \ \ \ Z M U. 0-0 (D co z I• — OW w x Q x ti 0 �g w � o S. -' z r53 A a U A a SHEET C-04.3 V GRAPHIC SCALE 971 ,, � �',. of 1, / ✓/ � � - - ��--�� Jam~ 4.20 OS-2 0.80 77 \ tea.., l / I! � / � / '' / � / .-/ i- r-- �•- �,�� � \ � - � - J - - - - � --- - - -- --- C �� ` / '`✓^' / � Fez "---e°a 400,l l 1 / l / / / ♦ �/ 1 11 I I� l 1, I l q 4 -294- ,ass - CREEK/ii / / i / , / / ' / \Af �.� / , r / ! I / / / , / , / i / // /I • 7 400' \ \ ! / ft► /•.. 1 ' / OM I/' / f /' I/ / �� 'EAST CREEK (I x 11left rpo HYDROLOGIC ELEMENT AREA (AC.) TIME OF CONC. (MIN.) CURVE NO. TIME TO PEAK (MIN) 100 YR. Qp 50YR Qp 25YR Qp 10YR Qp 2YR Qp NOTES OS-1 4.20 31.7 84 21 23.4 21.0 18.5 15.7 8.3 FLOWS TO EAST CREEK OUTFALL OS-2 0.80 10.0 94 7 6.9 6.3 5.7 5.0 3.3 FLOWS TO EAST CREEK OUTFALL EX-1 20.12 34.4 80 23 103.6 92.4 80.4 67.2 32.9 FLOWS TO EAST CREEK OUTFALL EX-2 2.80 15.0 80 10 19.7 17.7 15.5 13.1 6.7 FLOWS TO ROYDER ROAD EX-3 18.99 27.0 80 18 107.9 96.4 84.0 70.5 35.0 FLOWS TO WEST CREEK OUTFALL EAST CREEK OUTFALL - - 24 130.0 116.1 101.3 84.8 42.3 DESIGN CONTROL 1 PEACH CREEK OUTFALL - - 18 107.9 96.4 84.0 70.5 35.0 DESIGN CONTROL 2 Q CIS .._ A LEGEND t• �� DRAINAGE AREA BOUNDRY CITY 7 CONTOURS - - MAJOR CONTOURS - MINOR CONTOURS HEC-HMS REACH FLOW DIRECTION ARROW HEC-HMS OUTFALL POINT DA DRAINAGE AREA # XX --- ACREAGE 0 4 W d v ti z u � `z A A U to a SHEET C-05.0 a Q "I n < -=z:= GRAPHIC SCALE tz/z 100 0 50 100 200 in k- Z W �a 0 � 0 a U 0 A o 4 z �- ✓/ 1 / � �OUTFALL COMPARISON SUMMARIES OS-1 Ile N DA-3 co 15. / I 1 �" DA // � az,• � � ~- I fl i I f I � i I // / r/ / / f � / � � / // , /l / f ( `� _ /�i DETENTION / I I I I I , , I I I 1 1 1 I 1 ,r� / / ' / ' ♦ ?o. \ \ POND / I// /Al ' �l 6 � ' •A♦` 10 e7 400' %\ 0 »ICNN 8(2.50 / ' DIANE / PEACFI�� �cs� / ss� / / / ,/ / / / % / / / \ � _� CREEK Zola / / / i / / \ l l r r r -OUTFAIsf / 3.12 �yy/ j / / r REACH 2 /' � �► r l / l r / � f l N/I ,NAYIs E. NELSON 7SAB AClE 1RACT 100 YR WSEL = 286.5' 50 YR WSEL = 286.3' - 25 YR WSEL . 286.1' - \ WEIR PERFORMANCE DETAIL f�i HYDROLOGIC ELEMENT AREA (AC.) TIME OF CONC. (MIN.) CURVE NO. TIME TO PEAK (MIN) 100 YR. Qp 50YR Qp 25YR Qp 10YR Qp 2YR Qp NOTES OS-1 4.20 31.7 84 . 21 23.4 21.0 18.5 15.7 8.3 DISCHARGES TO EAST CREEK OUTFALL VIA REACH 1 DA-1 11.08 10.0 86 7 92.5 84.0 75.0 64.5 37.5 DISCHARGES DIRECTLY TO EAST CREEK OUTFALL DA 2 1.80 10.0 81 7 14.3 12.8 11.3 9.6 5.1 DISCHARGES TO ROYDER ROAD DA-3 10.96 10.0 86 7 91.1 82.7 73.9 63.8 37.1 DISCHARGES TO DETENTION POND VIA REACH 2 DA-4 15.83 10.0 94 7 138.7 127.1 115.4 100.8 66.7 DISCHARGES DIRECTLY INTO DETENTION POND DA-5 3.12 10.0 80 7 24.5 22.0 19.3 16.4 8.5 DISCHARGES DIRECTLY TO PEACH CREEK EAST CREEK OUTFALL - - - 7 105.7 95.6 84.9 72.7 41.2 DESIGN CONTROL 1 PEACH CREEK OUTFALL - - - 20 105.7 92.9 79.8 64.6 34.6 DESIGN CONTROL 2 EAST CREEK OUTFALL EVENT EXISTING DISCHARGE (cfs) PROPOSED DISCHARGE cfs) DELTA Wam(cfs 2 1 42.3 =72.7 -0.7 10 84.8 -12.1 25 101.3 84.9 -16.4 50 116.1 95.6 -20.5 100 130.0 105.7 ROYDER ROAD OUTFALL EVENT EXISTING DISCHARGE (cfs) PROPOSED DISCHAnEERRGcfs) dn DELTA (cfs 2 6.7 5.1 -1.6 10 13.1 9.6 -3.5 25 15.5 11.3 -4.2 50 17.7 12.8 -4.9 100 19.7 14.3 -5.4 PEACH CREEK OUTFALL EVENT EXISTING DISCHARGE (cfs) PROPOSED DISCHARGE (cfs) DELTA (cfs) 2 35.0 34.6 -0.4 10 70.5 64.6 -5.9 25 84.0 79.8 -4.2 50 96.4 92.9 -3.5 100 107.9 105.7 -22 COMPLIANCE JUL 12 2010 j I R COLLEGE. : rION ENGINEERING DETENTION SUMMARY JAI EVENT, MAX. WSEL (It) MAX STORAGE (ac-ft) MAX. PROPOSED POND RELEASE RATE (cfs) 2 285.03 2.42 31.3 10 285.81 4.51 57.9 25 286.08 5.28 71.5 50 286.26 5.83 83.0 100 286.47 6.49 194.4 POND VOLUME REQUIRED = 5.9 AC -FT SEDIMENTATION VOLUME (10% OF REQ.) = 0.59 AC -FT TOTAL VOLUME REQUIRED = 6.49 AC -FT TOTAL VOLUME PROVIDED = 6.57 AC -FT MAXIMUM 100 YR WSEL = 288.4T ELEVATION OF TOP OF WEIR = 286.50' BERM ELEVATION=287.67 NOTE: THE POND IS SIZED AND THE OUTFALL IS DESIGNED TO DETAIN FLOWS FOR PROPOSED SITE SHOWN, AND 8.2 ACRES OF FUTURE, IMPERVIOUS DEVELOPMENT IN DA-4 ON THE WEST SIDE. LEGEND C aft", t v d 0 -- i x _� ti ij E cc �dON oz ID �, g 4-F f..I . ............................ MTCHAEL J. MOOIRE / _ 68815 - W 0 U p Z�U �WO W� ' m m m w m m m m m m m DRAINAGE AREA BOUNDRY ZZ 295 PROPOSED CONTOUR 3 O r. - -295 EXISTING MAJOR CONTOUR x x g z o - - - - -294 - - - - - - BY KERR SURVEYING EXISTING CITY AERIAL TOPOGRAPHY o Z HEC-HMS REACH FLOW DIRECTION ARROW Q A U Q HEC-HMS OUTFALL POINT SHEET DA �- DRAINAGE AREA # C-06.0 ACREAGE N N , N , N N a N 00 O I CU w w mr z U F- Q ti y N/F TRAMS E. NELSON I 6 35.39 ACRE TRACT ? 7178/80 O a V a L a. zco o > U COO U y 0 �� E cc 0 � O A z _ALL cn g $� z g� CL co LL W 0 ?>> F— u) w �w O� F— .�..,, cn I E I ulrE. �. �.........................:..� � MICF�AEL J. MOORE �' C O �1 as I�� I � Fr=,, C E .4...................... ..� 68815 i JUI_ 'i 2 2010 ��;Fs Is COLLEGE �� HON! _ ENGI E MG GENERAL NOTES 1. ALL ROOF DRAINS SHALL BE A MINIMUM OF 1.0%. x 2. REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUT BOOT DETAIL. � d LEGEND A ill U A 0 a; SHEET STORM DRAIN LINE & INLET ROOF DRAIN C-0 ^ • 1 I / I N ti GREEN PRAIRIE TRAIL . \ LV5--_ �_ __ �_ .� — 284- I �- — ��mi 2�1 . �� _� -Z9 - 2 _ r W w I/ 'W+y/' .4 WATER LIIRk ASEMENT Y)ELLBOl� �R(sIT, N4 SPECIAL ULITY IVDISTRICT/3645/284 -282-- / Ale N/F DANIEL SINGLETON dSHARON SINGLETON 2638/122 C/L OF PROPOSED 4 /0CONCRETEPILOT CHANNEL REF: PAVING DETAL SHEET C-032 /zl CIV / l/ 11 991 -N1OOx L N/F JOHN M. DUNCUM 8x50 AND WIFE, DIANE /OF PROPOSED 4' z/me DUNCUM 42.214 ACRE CRETE PILOT HANNEL TRACT 2724/215 FPNA�-�� l/ / T, / 1 � i OV, vs { ! k 'B / / STA 0+00.00 LINE ' , / CONSTRUCT: �42■ FLARED WING HEADWALL REF: DETAIL CH—FW—O �/ DETAIL SEE SHEET C-08.4 FL 42= 283.50 ¢ONCRETE WEIR , J I / REF: DETAIL SHEET, C— \ \ / STA 1+25.86 LINE 'B' CONSTRUCT: / I I )�ISTALL 30 SY OFX5' JUNCTION BOX RIP /` T i REF CITY DETAILS 1 �2AP. OVEREXCAVATE / / / SH PLACEMENT. UI�pE�.�Y / / / /Q / / Ft 4Y IN = 284.11 / ► I VP RAP WITH MIRAR FL 42■ ouT = 284.01M FABRIC. RIP/RAP SHALL UNWEATHERED NONE 12To ' AVG. DIAME'iFdi. I I I I I N/F JOHN �M. DUNCUM TOP BERM=287.0' �- AND WIFE, DIANE TOP WEIR=288.5 N TRAVIS E. NELSON I DUNCUM 0.515 ACRE 35.39 ACRE TRACT TRACT 5819/227 WSEL 286.4r 7178/80 1.5' 10 YR WSEL ■ 285.81' 1 7.0' P z w m U 0 N O •14 }U ~ O a � w c� A o 4 z 4 FOR .........................:.. l'_n VV j M op I K*IIAEL J. MOORE $ 4}1 C�Pj : ash •............................ g�`rg F JlJL ,I 2 2010 ��Fs•.��, EP..�. A Et,� .v 'LL E;GE V ,..�.AAr1I°+offs` E:NGIll. EEmI G" l� V GENERAL NOTES 1. ALL ROOF DRAINS SHALL BE A MINIMUM OF 1.0%. 2. REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUT BOOT DETAIL. } LEGEND STORM DRAIN LINE 8 INLET ROOF DRAIN C •�■+ E A L ■�zz li-6 cc O I`tL d fg Ve o z g000-IN m M ()� V— W 0 i� N W H (n W � W F- � O v�i CIO x o N W g r7S A A U A u a SHEET C 08.2 00 a ..0 I 8" I 8" PVC PVC CONNECT TO DOWNSPOUT a BOOT AT 1.0' BELOW GRADE n CONNECT TO DOWNSPOUT BOOT AT 1.0' Q n BELOW GRADE 8" ROOF DRAIN FL = 292.50 INSTALL ROOF DRAIN CLEANOUT AT CONNECTION REF: MEP PLAN FOR CONNECTION 6" ROOF DRAIN FL = 6'-0" B.F.F. INSTALL ROOF DRAIN CLEANOUT AT STA: 0+76 LAT 'B2' CONNECTION CONSTRUCT SINGLE REF: MEP PLAN FOR CONNECTION GRATE INLET TG = 298.00 FL = 292.00 l■*LIMITS x ■ ' ■ oolool 12"PVC 8" PVC N 0 N -P I 6"PVC -\ I 1 or-, a CONSTRUCT SINGLE GRATE INLET TG = 297.80 FL = 294.80 CONNECT TO DOWNSPOUT BOOT AT 1.0' BELOW GRADE I ALT. I BUILDING I LIMITS I � Ii z� CONNECT TO DOWNSPOUT BOOT AT 1.0' BELOW GRADE Io< oI 6" 6" PVC I PVC I m 8" ROOF DRAIN FL = 292.50 INSTALL ROOF DRAIN CLEANOUT AT CONNECTION REF: MEP PLAN FOR CONNECTION CONNECT TO I DOWNSPOUT BOOT AT 1.0' BELOW GRADE 8" ROOF DRAIN FL = 292.50 INSTALL ROOF DRAIN CLEANOUT AT CONNECTION REF: MEP PLAN FOR CONNECTION GREENS PRAIRIE . ELEMENTARY SCHOOL 85,254 SQ FT FIFE = 299.00 HEIGHT = 321 CONNECT TO DOWNSPOUT BOOT AT 1.0' BELOW GRADE ALT. BUILDING LIMITS 6" STA: 3+25 LAT 'Al' CONSTRUCT SINGLE GRATE INLET TG 297.94 FL = 293.19 CONNECT TO DOWNSPOUT BOOT AT 1.0' BELOW GRADE 1 L 8" i PVC a V g� 00 OD ___---- • \ / \ 1` �z z ca L— — — — — — — — — — — — — — — — GRAPHIC SCALE \ 20 0 10 20 40 1 1 1i cc \ \ ( IN FEET) A � 1 inch = 20 ft. a ap ob • • \� z 0 IL 0 mow • ' rw IL 0 CONSTRUCT SINGLE GRATE INLET TG = 298.00 FL = 292.00 CONNECT TO DOWNSPOUT BOOT AT 1.0' BELOW GRADE 10" ROOF DRAIN FL = 293.83 INSTALL: ROOF DRAIN CLEANOUT AT CONNECTION REF: MEP PLAN FOR CONSTRUCTION 7 CONNECT TO DOWNSPOUT BOOT AT 1.0' BELOW GRADE 6" ROOF DRAIN -� FL = 294.17 INSTALL: ROOF DRAII CLEANOUT AT CONNECTION REF: MEP PLAN FOR CONSTRUCTION 6" PVC Ink"MwAmIlmli CONNECT TO DOWNSPOUT BOOT AT 1.0' BELOW GRADE CONNECT TO DOWNSPOUT BOOT AT 1.0' BELOW GRADE IJ 0 BRASS CAP -\ 36" TYPICAL o n Cr C/) Z LEANOUT LID w N 0 o F--1 45' BEND ^/ O CONCRETE PAD FLUSH WITH GRADE 45' WYE W O � WWN SCH 40 ROOF DRAIN PVC DRAIN REF: MEP PLANS \ ROOF DRAIN CLEANOUT 04 \ .oL C� Z CL M 6" PVC $ PVC U. O _ W 3: M W E-- Qom; 00, (n W � W O �-- y���E•OF TF'1� S � VJ n 0' MK iAELJ:.MOORE...i N ►J zs- JUL 1 2 20104 COLI:_ -G *1-1*A`C' ENGINEERING C� GENERAL NOTES g x W 1. ALL ROOF DRAINS SHALL BE A MINIMUM OF 1.0%. `n „•�+ S 2. REFER TO ARCHITECTURAL PLANS FOR ¢ �' DOWNSPOUT BOOT DETAIL. LEGEND v aQ. STORM DRAIN LINE & INLET SHEET ROOF DRAIN C-08.3 it ,.,Bars ..-T.48LE OF TABLE OF REIINPORCING' STE TE c ONSUNT Dl -MENS.10 Rol I'S i�o soa NO'* "o 4. low -oll, TV, 4 18' 11 2w 1. io 2 s 21 1 01. 9 I V: 0 1 :10 ..0 -3 w o.ft 2! — 'I -b"" A f 0,0i 540 W 1 ONO 1:` 314, 72— _7 3 PAR S, v Conf BcrgS—� s Toe tif�: Slade SEEN MEMO MEMO MOON immom NEON SECTIOPo d-A 1610t.. cof W-tv SO I rrs1de—Sliolm, Rdtlo tHorizontol ST vert1co I I V1 O-W I Lt Le; n'q v rt.1cowd Lim C 1-.- 6 N of 'C' I W'TI, L --Ocb1-0. bo dulVett tdndoed,f. A -ond- Vdium PLM -ng dlmtrWis. 1 a I% MWA� di li SARS: J2 4 4 a 0, . 4 V.I.. i V_ f khh. �150 0_ t pf U. Pc 44Y.,,c �4 �. 6�, �* :� pea �A6f Sh ��famnd f I k Ptria rwr at PIP'e+ C, I'Vert llmlt, � bf 1. Rl'o rap th'�S Eil for .CROSS PIPE LE-NOTIMS, REQUIREUIPIPE SIZESW b�RIIPRAP'l.".OUANT -I :T�,,IESO 1 NOM That c ; 0 ST 1 111 - 1 t Ts for on cut CU146 sbee6i q2 use "of pf pe 0000000 ICY-) spc�­* 'Viol" 210 l*%,.l pe 3 ze 5 To t1i sow' tt D*4 0 S 0 11,11 N N/A_ 2 "A 1 24. Sf*.. .31 2 7 t1i.0 N/A, 3. lon ;as,: I 1 3 Mee p 1.00 �:Cullvert$ 3 St 44It NIA-2 A. r e urverts. C 2 cul ve A Ii Pi-C I voe, ft 1.S +d (4.560" 0.0 .4 1�,Jbl 4 -7 ZO 5A 0.4 A .2 OI A-Iit Pipe CUI ver+#: Ol t Zi:'A 30.4- 311 6_1 Tr* p, r�q­ p"e'r In0al fdt'tMbf the. 114wirAt Crb �ebr ym rat 1!w of cw� -na's Sw jit6dVii, t f It the S11216.. f I er%t ba+ttldn _V' I h 1A POT b6 ho, n thd I ItE -to ble. 0m: I thal V Oe .The Cros& Cul feom bd.t cm of ft* hol't Tst m ljte e , 0 tjokeh be t low id adasem., f ba IW c0ntrodc Orls� connedflon, fl-6 A + ul _91, I bhl' 11 ether" icr-'bist P11 8, Md ti a d". b6 I - + 4 1' ­d, t, bdited cor d +�tj Tom e, d all k4ofdl, ci�6" [�y�•iUs'}amS,f L 'r 'S P�* bee beywid t loebol 4 til: it 32 RI 'pr . Of it! Ou ver, a 4-e +6d6'r 'F t _,Ce p tb:l p 00 Cu IV$ It I u tit -f R,j:Pr P, n­_ + v MI. r f 'n ractor.# +. y, I -A&_ . ELNEOAL 06irt'sm 9L I P Y- T1. RAL W AW V t PE L Lt if ft C.- Im WELLBORNRIM: 300.28 JL EX. 15.0' WATERLINE EASEMENT UTILITY ; .. rr L INSTALL: 1-12"X8" TEE 1-8"GATE VALVE IN STALL: e't:y1 •. L 1 III / , •, J ! 1 1 ' ` r', 1-12"X8" TAPPING SLEEVE 0019 WATER /♦♦ ♦♦♦2-12"GATE VALVES 8" GATE 'VALVE PROP. 15' SEMENT 945 04 1" IRRIGA11ON METER APPROXIMATE LOCATION OF EXISMI MQ SEE INSET THIS-\""< SHEET FOR CONNECTION DETAILS 2+73.87 ♦_ �♦ �. i�♦♦♦♦♦♦♦♦o�i�♦♦♦J♦♦♦♦♦♦♦j♦j♦ice `�i�♦♦�♦ ��►%��' ♦ = ♦ A\� HYDRANT REF: MEP PLAN FOR I'i•� -1-8"X6" REDUCER CONNECTION 11-6" GATE VALVE PROP ♦ Sit ��� • :•• GPM WATER Orr 1 : • EASEMENT GREENS PRAIRIE ELEMENTARY SCHOOL ♦�♦��� EIGHT 32' • *�`i,R ��♦♦�♦fir Ink ♦♦♦� . • - 0 MA r CONNECTION] • 01 .� • PROP. FENCE I 6,000 GAL GREASE TRAP REF: MEP PLAN � 3 � REF: MEP PLAN FOR CONNECTION FL 6"=292.67 k a M off° J .° 8 6" SSWR 0 4.0% ;Z o g�AHo 6" SANITARY SEWER' CLEANOUT A O aA� INSET SCAB T-20' STA: 6+31.16 INSTALL: 1-FIRE HYDRANT 1-8" GATE VALVE FIRE FLOW 1,625 GPM A INSTALL: I I I 1_8"x4" TEE 1 4" 45- BEND AI I ( 1-2" DOMESTIC METER TRANSFORMER I 2-4"x2" REDUCERS 1 PAD I i INSTALL: \� ��; I 1-8"x6" TEE A �. I_ _ 1-6" 45' BEND 1-6" ISOLATION VALVE G (SEE NOTE 6 J �Q' UNDER GENERAL lot JG NOTES) �O i 2 1 FL 6"-=290.60 / 6" sswR 0 2.08% REF: MEP PLAN FOR CONNECTION FL 6"=291,18 FL 6"=292.50 5� 6" SSWR i co �'1 0 3.52% ��Q co ,w ; ,! \ TWO WAY o CLEAN OUT / Q%-` �� (TYPICAL) ° ° ' �'%,,EAN 6" 192,12 0 - T OUT SSWR Ah \ p 0 7�eA o 04 p O O o O , ,�/ ��•+ o \ y o o 0 1 O•. � i ` O � 0 �- PROP. o o. o �-11 o FENCE O N/F TRAMS E. NELSON 35.39 ACRE TRACT 7178/80 ZONE A-0 PROP. FENCE APPROXIMATE - LOCATION OF EXISTING 1" WATERLINE (SEE NOTE 3 OF THE WATER NOTES) APPROXIMATE LOCATION OF EXISTING 3" WATERLINE (SEE NOTE 3 OF THE WATER NOTES) GRAPHIC SCALE 50 0 25 50 IT CONSTRUCT PROP.SANITARY SEWER MH FLR�1 283.92 _PVC 0.404'- IF IF .�. i.....� w ! - GAS �- N/ CREEK MEADOWS P RTNERS, L.P. 96.00 ACRE TR CT TRACT TWO, 7068/220 ZONE A-0 N I CONTRACTOR TO FIELD d C 21 I I °0 »` zz U E a V o_ o A a0 N ae= 0 ` VERIFY EXACT HORIZONTAL CONNECT TO EXISTING ' AND VERTICAL LOCATION = SANITARY SEWER MH OF EXISTING MANHOLE AND i FL 12" EX - 283.3f SEWER LINES PRIOR TO y COMMENCING CONSTRUCTION �W 1 RIM: 294.69 AND NOTIFY THE ENGINEER a ' ` IMMEDIATELY IN THE EVENT OF ANY DISCREPANCY. APPROXIMATE •; */I LOCATION OF *� EXISTING3" ................. ATERLINE............ Wi MiC}iAEL J• MOOFIE ............... 0............. (SEE NOTE 3 OF i •o . ; aw THE WATER NOTES) ��1P% 9 688150: • •�FSFG! T �; I .psi ..�- 1 Iw I GENERAL NOTES 1. SEE M.E.P. PLANS FOR COORDINATION OF PLUMBING CONNECTIONS AT BUILDING. I 2. ALL QUANTITIES OF MATERIALS IN THESE PLANS ARE FOR REFERENCE ONLY AND SHALL BE O I , VERIFIED BY THE CONTRACTOR. O 3. UTILITY DIMENSIONS ARE MEASURED FROM FACE OF CURB. 4. ALL UTILITIES SHALL STOP 5' FROM BUILDING OR STUB OUT FROM PAVING. 5. CONTRACTOR TO CONFIRM ALL EXISTING ELEVATIONS AT CONNECTION POINTS PRIOR TO ~ CONSTRUCTION. Z m 6. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE. THE LOCKABLE UD SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA. LL562 A . LOCKING UD. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION h+'� O ` UTILITIES DIRECTOR OR HIS DESIGNEE. r ` 7. ALL WATERLINES LOCATED UNDER PROPOSED PAVEMENT SHALL HAVE STRUCTURAL BACKFILL v PER CITY STANDARDS. I 0 8. WATER SERVICE TO BE PROVIDED BY WELLBORN SUD. �TwrT� O a W W I O "� A11, 9. ALL SANITARY MANHOLES ARE TO BE PRECAST MANHOLES. rn �o SANITARY SEWER NOTES W 1. ALL SANITARY SEWER LINES SHALL BE SDR26, ASTM D-3034. 2. CONTRACTOR SHALL ENSURE 24 HOUR ACCESS TO THE EXISTING CREEK ' MEADOWS LIFT STATION DURING CONSTRUCTION. 3. TIE-IN TO EXISTING MANHOLES SHALL BE PERFORMED PER CITY STANDARD DETAIL S1-03. WATER NOTES I 1. FOR LINES 4" THROUGH 12" WATER LINES SHALL BE PVC PER AWWA C900, 3" AND SMALLER WATER LINES SHALL BE SDR 21 PVC PER ASTM. D2241. ' 2. THE EXISTING 1" AND 3" WATER LINES ALONG ROYDER ROAD ARE SHOWN BASED ON AVAILABLE INFORMATION PROVIDED BY WELLBORN SUD: HOWEVER. THE EXACT LOCATION OF THESE LINES HAS NOT BEEN FIELD VERIFIED. CONTRACTOR TO FIELD LOCATE THESE I LINES PRIOR TO COMMENCING CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY I WITH ANY CONFLICTS. Q 3. CONTRACTOR TO SLEEVE THE EXISTING 1" W.L. WITH 3" PVC AND SLEEVE THE EXISTING Z 3" W.L. WITH 6" PVC AT THE PROPOSED DRIVEWAY CROSSINGS. CONTRACTOR TO COORDINATE THIS WORK WITH WITH WELLBORN SUD. 4. ALL BACKFLOW PREVENTION DEVICES MUST BE TESTED UPON INSTALLATION PER CITY OF COLLEGE STATION ORDINANCE. LEGEND I 1 w PROPOSED PUBLIC WATER UNE PROPOSED PRIVATE WATER UNE -•- PROPOSED SANITARY SEWER UNE ' - - - - - - - - PROPOSED UTILITY EASEMENT PROPOSED FIRE HYDRANT PROPOSED WATER METER do SERVICE LINES ® PROPOSED GATE VALVE ® PROPOSED SANITARY SEWER MANHOLE N PROPOSED SANITARY SEWER CLEANOUT i EXISTING SANITARY SEWER MANHOLE CONIPLIANIC 24.5' RIGHT-OF-WAY 0 u IUi_ 12 2..010 0 S 43'00'43" W 248 5' COLDGE 1 'I'l s UTILITY CROSSINGS ENGINEERIN CAUTION!! x x z S EXISTING UNDERGROUND UTILITIES IN THE AREA I CONTRACTOR IS RESPONSIBLE FOR DETERMINING a Q FL 6" SSWR = 288.03 FL 3'x3' STRM - 291.48 I THE HORIZONTAL AND VERTICAL LOCATION OF ALL z I UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR A O FL 6" SSWR - 290.18 FL 18" STRM - 292.40 SHALL BE RESPONSIBLE FOR ANY REPAIRS TO A A i; aQ, STOP I EXISTING UTILITIES DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR SHALL L BEFORE YOU DIG NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON SHEET I I DIG TESS A' THE PLANS. . w 1-800-DIG-TESS (at least 72 hours prior to digging) a N , 318! l------- E {y I lii i f I i 318 316 , ! ! j 31fi 314 { , { 314 ( i ? ( I ( L~ , i t-312 w i j 310 1 o J w> _ Z Jw Z U w moo V I- -_ 310 � 308 0 J ap ¢ -' x i ; i 1 f 00 04 CL ; + H CD c I t0 . � 10 N N s M (0 � '• • = a Q X + w co Ca a I c0 s �-308 00 I I! 00 I co 11- 00 cc ' 00 306 cn Z _ ; ! (n i I i I (n o N ... N •- cn r- .- •-� r- i 306 304 ! ----- --? ! _ --- - i i ( E -} -- i- 304 302 i j _ ( --- - — --�_ 302 300 - 00--- 300 ND 1 4 1 298 , �-- --__-- -----._._.._.--------- i '-------' PRP1 GROU OPOSE � - - - a �-_---------�------_._ - _ ! L. 298. . 29fi , t ' I I I ( ; _ ' i 1296 _ _ ! 294 i i- 4 -� ----- I -- -- I 294 EXIS Nn GRO- NU D -' 292 f I ! _ ' f ! 292 8 PVC CLASS 20o AWWA Cgpp 0•5y { I 290 ' i 1 j ! ! 290 _ 288 — ?_ _ _------!- -- jj — — i 288 - 286 _ f � ! f �__--_f ' ...286.. I 284 F� I i- 284 8. -- ----- -- - ---- 282 j I , ; ; 282 L NOR 0 0 N N N N � N N N 0+00 1 +00 2+00 2+75 3+00 WATER LINE "A" PROFILE - STA. 0 + 00 TO 3 + 00 1"=40' H,1"=4' V 320 I ( ( 320 318 ' w ' 13..316 8. . i 1 316 a. ~� i co �c¢� caw 314 v, =---- -�-- } - f- �-�- 314 ............. oz 312 J X C� S ( k ! + r¢x J Lu X 312.— _ i --a (nZ �¢��� I I� —�- - ( inZ a0 I I I 308 i 1 308 _ -- ---_ _- — 306 ._-- -- --- _------- - - --4 -- ---- --- 306....... _ 304 —_ _---' --- i - - 4 ' i ; 304 302 j ! 302 PROPOSED GROUND 300 ; ' ! ! 1300 { 298 { EXIS� ! _ NG GROMD I { ! ! 298 --296 � !�....�.�..�._� 29fi _ 1 29.4_. -- --- ---- --L- -- -----1 I --- — 294 292 f I f ! ! k 1292 290 -- I — — 290 288 ! I_ _+�— SS CROSSING i I 1--_ ( 288 286 ( FL I 8": 286.91 j 1 I 286 2841 1284 r to O O co N N co N N (o N 4 N 0+00 WATER LINE "B" PROFILE 1"=40' H,1"=4' V 3201 318 i 1 1 ! ! I 1 } ! I ! 1320 318 316 314 ! ! z a. s ( i o ' Ui i p `n © i i i I ! t- w—CL, Id °G; 316 31.4 + X co ! + rt cv t + cq ! V } t { M J I Rdo _._ ! _ (_— _ - _- -- i -- I+ (¢ J W � sCo. co i..... ..... 31 -------+---- ! a'¢- MZ-I--i-._-�___ __ , ! i to rl- - --1- i_.. ¢ _. _.- � ,,i __ .-------�--------- a'¢— _._._�_..-� KI-------.— I _ ! � ( _ .� .�.— � u- 00 Z---�- 1--I--�------ 312 310 310 308 i 308 306 304 , � -�--E�CtSi+NG--GROUND_ __- _-- - - 306 304 302 ( 1 I i i - _ I { ! } 302 300 PROPSEO GROUND WQ 298 298 2961 ' ! eg ! ( ( f ! I I '' ! 296 294 ' ��, f i ( ! i ! ; f ! i ...294 292 i ? € i + n } 8 PVC CLASS 200 AWWA i C900 ®i 0.5� i _ 1 AWWA ' ! 292 ! C1 I- i Zoo i C`�0o ® 0.5%290 290 i SS CROSSING ! 288 { ( F 8": 288.83 ___--I � -- �- ---._-_- i. ----�._----__� 288 286E i i I ! i i i ; i l 286 284 1284 •d-� 0c0 (Vto o V- cQ^ �N �-t\ MN �o M M M N M N N M N N N N N N N N N 0+00 1 +00 2+00 3+00 4+00 5+00 WATER LINE "C" PROFILE - STA. 0 + 00 TO 6 + 50 1"=40' H,1"=4' V 6+00 6+31.16 ll 1-M.06 - STA. 0+00 TO 1 +00 r / ............................. Ml -HAEL J. MOORE y ............... a ... ..... .... / '�'• 68815 00*.: s' li � RE Vtl l . C,'E loio- Q v hIRG REFER TO TCEQ DESIGN GUIDELINES (CHAPTER 290) FOR ALL UTILITY CROSSINGS. )-4 0 WO� z CN U O W�cn �Wo W r� W0001%% J N u— LL 0 0 W �-- wT i o N d D z SHEET C-09.2 l.. 316i - - 6 -- -- --- EL I { I - —` ! - (— i --- - - _ ---- --- - ! ---- i - - ` - — I I - - --- f i - I j 1 -- -- - --- � - { - j — o� 316 - iI — LL LL" a W : z� W(�WflO — _ 1� I }O a00 f ( I Fa-. (n �. O F- = %- O d O O N +WQ I O�Q N I� O �N I { I 00 j o� �N �Q �')' + W p V }. p� O N �Q I 1 i ! I� ! O � I ., to • j U O }OWN! ( a } 1 , = I I i t I I ( ( 7 { � O j 1^- H O� II I j ( ( i + O N �F`- 1312 M K 1 it I ! 3 — z -QoQQOQ ccn c - V) Z JN Z Q ZZ N — Q cn oNII +Zz Il,0cnwr - t fi OZ- N UZn- — —(iI QZ c 308 � ' 304 --304 tom- { -- 300 i- { IST1N PROPOSED GROUND ----� ----r -- - --- -- - - I - -- - ` f 3M _ c�-- 1 _ 296. --- —_- --- _ —_J �--- --- �--�'- �--- ; _ — - - ;ROYDER'-ROAD-1 -- } — cc r—EXJS NG' GR ND _ -_-- - ASTt-U=303292 # f{ 1292 288 I I g" SDR 26 QC' i i 288 ' _ _ i I , ' 8 I SDR 26 PVC i ( " i L SDR 2� PVC i I ( ASTM': D-3 4 ®I 1 0.4 i -- I - 8 i SD t V P -; ' �4OF (( t I ---- ---- - I } --� } I _._ -� 16 1 • ASTM STEEL CASING ! TY D li::M :AILS 4j j ; ---_. t ,_ I n M- i I � _ . 8 ASTM DR-26�_PVC�_ D 3034 I I 60. 40 i __ ____�___._ } j 1 ___ _._ �------ � _ _f �.__._—__-- --#- __ _ f._ _� , ! -- ---•�----------_-_ —_.f_ j -- E 1284 - - ' { ( SDR ++ 26 PVC STM D-3034� - --�-- -----�------�• --f--- ..� �� 1 � �-- --!--- - � - I 1 }- i - ( '_ 276 I f I� f I i l► i 1 1 I I � E � f l I 1276 I I � i I f 1 i 1 I } I( I ► f 272 i co N t0 I. i ( ( _ n O cd LO to N E , �_-- , 1 N ! - - I N 00 I tf� O .- ' j i ! ( I --- 1, - i � -- I I _- ? - lv -- --- i - I --- -- i , - -- ' -- i f - ' ao_00- 1 00 - -- --- -- I ---- ----- - j i I N 00 272 -! - T 268 i� w f N) W M I N O }_ N I w �' •-; I I I I i ( 00 �L �` d N :: 00 , ( J I ~ to N ': I I ( _ i i 9 00 c0 t� N .. N N i ~ ••� is I { ! t ff I 1 + I i f I i I -I 1 � ! 00( N ,-., ! i I -} , ( I I .. I 1 i I N j I ! 268 f Oo i, r--- ad-- �' ? ( 1 w Oo ji I oo - � �---- ao - cn- -- ' -� } _ - - _ - F - - ' t- - , 00j - }- _ - ; ---- 1- 264 , I I 264 O rn N rn 00) N rn N to rn N st rn N 17 to O N 00 rn N O O O M N N O M rn n O M N d' O M 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 .8+00 9+00 SANITARY SEWER PROFILE - STA. 0 + 00 TO 12 + 00 1"=40' H,1" =4' V a 10+00 11 +00 12+00 12+50 W � N LL U. Op w N W _t w �1 P v) Z) `./ ---- ql IL Y c! O 8 JUL 12 2010 EN`l1. SING A U A a SHEET REFER TO TCEQ DESIGN GUIDELINES (CHAPTER 290) FOR C-09.3 ALL UTILITY CROSSINGS. N O 1 U w w 17 U) W Z I 17 U S� G .1 N/r rr%r%vw F- nra avi9 35.39 ACRE TRACT 7178/60 GRAPHIC SCALE 0 ,o a 5o 0 25 5o 100 IN FEET ) i inch = 50 ft. AS Z GT EROSION CONTROL NOTES K, �ii�` P. {l{ \ { E {{�� 1 { EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN FOR TWO, {� { THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING yy ������ ACTIVITIES ON THE PROJECT. 1 j ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH I THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF COLLEGE STATION ENGINEERING DEPARTMENT. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF -SITE SEDIMENTATION FROM THE PROJECT OCCURS THE EROSION CONTROL I PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL EROSION I CONTROL DEVICES WILL BE REQUIRED ON SITE. I OFF -SITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE CITY OF COLLEGE STATION EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH GROUND COVER PRIOR TO FINAL APPROVAL OF THE PROJECT. I THE CONTRACTOR SHALL STRIP AND STOCKPILE ALL TOPSOIL ONSITE IN THE AREA INDICATED BY THE OWNER PRIOR TO ANY FURTHER CONSTRUCTION. I UPON COMPLETION OF FINAL GRADING, THE CONTRACTOR SHALL SPREAD THE TOPSOIL ON THE SITE TO THE GRADES INDICATED ON THE GRADING PLAN. SILT FENCE SHALL REMAIN UNTIL FULL VEGETATIVE COVER IS ESTABLISHED. SILT FENCE SHALL BE INSTALLED ALONG THE R.O.W. AND PROPERTY LINES. I AND AS INDICATED IN THIS PLAN. I THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING PERMANENT VEGETATIVE COVER IN ACCORDANCE WITH PART IV . D. 2. a. (2) OF THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION SITES, DATED JULY 6, 1998. I ALL CHANNELS AND/OR SWALES SHALL BE HYDROMULCHED. vi � I m� SCHEDULE AND SEQUENCING O TASK EROSION CONTROL MEASURES I I I 1. ROUGH GRADING ALL PERIMETER SILT FENCE, ROCK CHECK DAMS do CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO THE INITIATION OF ROUGH GRADING. CHANNELS SHALL BE HYDROMULCHED UPON THE COMPLETION OF ROUGH GRADING 2. UTILITY & STORM INTERIOR SILT FENCE SHALL BE INSTALLED AS DIRECTED I INSTALLATION BY THE CITY OF COLLEGE STATION UPON THE COMPLETION OF STORM SEWER INSTALLATION. INLETS SHALL BE PROTECTED AND FILLED WITH ROCK TO PREVENT, SILTATION PER CITY REQUIREMENTS. 3. PAVING INTERIOR SILT FENCE SHALL BE INSTALLED AS DIRECTED BY THE CITY OF COLLEGE STATION. ALL PRIOR EROSION CONTROL MEASURES INSTALLED ABOVE TO BE I MAINTAINED DURING PAVING AND THROUGHOUT THE REMAINDER OF THE PROJECT. INLET FILTERS SHALL BE { ' INSTALLED IMMEDIATELY AFTER PAVEMENT IS COMPLETE. 4. FINE GRADING ALL PRIOR EROSION CONTROL MEASURES INSTALLED ABOVE TO BE MAINTAINED DURING FINE GRADING AND THROUGHOUT THE REMAINDER OF THE PROJECT. i 5. FINAL TEMPORARY EROSION CONTROL MEASURES TO BE REMOVED AT THE CONCLUSION OF THE PROJECT AS DIRECTED BY THE CITY OF COLLEGE STATION. NOTE l� I. IN ORDER TO COMPLY WITH THE UNITED STATES I ENVIRONMENTAL PROTECTION AGENCY AND ALL OTHER AGENCIES HAVING JURISDICTION, THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL EROSION OR POLLU11ON DEVICES, AS REQUIRED, DURING CONSTRUCTION. i' 2. FILING OF N.O.I. (PER EPA REQUIREMENTS) SHALL BE THE I iI RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER. { I NOTE: ESTABLISH FINAL VEGETATION PER LANDSCAPE PLAN PRIOR i I TO PROJECT ACCEPTANCE. { I (' 1. SF - TO BE INS ACTIVITI PRIOR TO ANY EARTH DISTU2. CE - TO BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITIES. I LEGEND f \ -300- — 300 —. TP, TP — i SF 0p0o op0o opppp ,.apo� 4p0� ppp00 0 EXISTING CONTOUR PROPOSED CONTOUR FLOW ARROW TREE PROTECTION FILTER BARRIER (SILT FENCE) SF PER CITY DETAIL © CONSTRUCTION ENTRANCE PER CITY DETAIL INLET PROTECTION (P PER CITY DETAIL STONE OVERFLOW STRUCTURE $� PER CITY DETAIL *. .1t , ............................ MICHAEL J. MOORE 6QQ C Li Z 0. N 0 w O. 0 F— Z 0 F- Uw Z w O_ v♦♦^) , r ) %%-woo 0 w w o � x N w s ° z c A A U A a. SHEET C-10.1 GREEN PRAIRIE TRAIL 28 , =— _--- ,—---------------- — 284 — jr "� _ —'289� �29� iz�93 i '� z�—"— `�97299------ i — _ movie —00 w--------- — w w w w w ,A V_ / /w w / w w w / w w ,� w~ / w / w w w w —�! w �— '—� 40 _ *Iowa L. woomw woom cT / /i/ l �/� // // l of ~r�i'r os N/F DANIEL SINGLETON do .SH RON 26 SINGLETON / OMITS rW DISTUE6 AREA ( lll> UM TS OFI DISTURBED /AREA II / �� JI � o� f/ / ��\ J / 1 I ! 1 I � I � � � I ► 1 / / / l l / 1.0096 Lam' N/F JOHN M. DUNCUM I _ _ CBI-- y / BZ50 AND WIFE, DIANE DUNCUM 42.214 ACRE SO TRACT 2724/215 ;00 o/ / // I 4000, /7p' LEGEND — — — —300— — — — — EXISTING CONTOUR 300 PROPOSED CONTOUR ---I FLOW ARROW o� { _ U r T SF SF a Q N A TREE PROTECTION FILTER BARRIER (SILT FENCE) PER CITY DETAIL Z ON F LL Z CV 0 I- Uw Z w o= FO *-I w w x �o p C SHEET C-10.2 r J I GRAVEL FILTER SMALL SAND BAGS RUNOFF WA SEDIMENT-/ Z' MIN CONCRETE _/ GUTTER 12" WIRE MESH FILTERED WATER �7CURB INLET TEMPORARY SEDIMENT FILTER AT INLETS N.T.S. IP NOTES: 1. WITHIN FORTY-EIGHT (48) HOURS OF POURING THE BLOCKOUT AND TOP, PLACE WIRE MESH WITH 12" OPENINGS OVER ALL CURB AND GRATE INLET OPENINGS SO THAT AT LEAST 12" OF WIRE EXTENDS ACROSS THE INLET COVER -GUTTER AND AROUND ALL GRATES AS ILLUSTRATED. 2. PLACE SMALL SAND BAGS AGAINST THE WIRE SO AS TO ANCHOR SAME AGAINST THE GUTTER, GRATE AND INLET COVER. 3. IF THE SEDIMENT FILTER BECOMES CLOGGED WITH DEBRIS SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, REMOVE THE SAND BAGS, CLEAN IT AND REPLACE THE SAND BAGS. 4. MAKE WEEKLY INSPECTIONS OF THESE SEDIMENT FILTERS FOR CONFORMANCE TO THESE CONDITIONS. PARTICULARLY INSPECT ALL INLETS AFTER EACH RAIN. COMPLETELY REMOVE ALL SEDIMENT FILTERS UPON ESTABLISHMENT OF GRASS, FINAL STABILIZATION OF CONSTRUCTION SITE. 5. DO NOT USE A SEDIMENT FILTER TO CONTROL EROSION AROUND' Y" INLETS. UTILIZE HAY BALES OR SEDIMENT FENCES. DO NOT PLACE HAY BALES IN THE THROAT OF ANY INLET. F i c t h c L L c L CU 0 w PAVED ROADWAY O I 50' MIN. I CRUSHED ROCK V' MIN. FILTER-j CROSS-SECTION FABRIC CONSTRUCTION ENTRANCE NOTES: 1. STONE SIZE - 3 TO 5 INCHES CRUSHED ROCK. 2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN 8 INCHES. 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY, MUST BE REMOVED IMMEDIATELY. 7. DRAINAGE - ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 8. CONTRACTOR TO COORDINATE EXACT LOCATION OF THIS DETAIL. CONSTRUCTION ENTRANCE N.T.S. CE AN� 1 1 /2 STONE STONE OVERFLOW STRUCTURE N.T.S. SO f FENCE TOP OF EACH SILT 2. EXCAVATE A 4" X 4" TRENCH 1. SET THE STAKES. UPSLOPE ALONG THE LINE OF STAKES. V 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL CONSTRUCTION SPECIFICATIONS FOR SILT BARRIER FENCE 4" MATERIALS INSTALLATION 1. SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, NYLON, 1. THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 15" AND A MAXIMUM POLYESTER OR ETHYLENE YARN AND SHALL BE CERTIFIED BY THE MANUFACTURER OF 18" ABOVE FINAL GRADE. OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS (PER ASTM 2. STANDARD STRENGTH SYNTHETIC FILTER FABRIC SHALL BE PURCHASED IN A METHODS): CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS (AND THUS IMPROVE THE BARRIER'S STRENGTH AND PHYSICAL PROPERTY REQUIREMENTS EFFICIENCY). 3. STAKES FOR THE SILT FENCE SHALL BE n 2" WOOD WITH A MINIMUM FILTERING EFFICIENCY 75% (MIN.) LENGTH OF 3 FEET. 4. THE STAKES SHALL BE SPACED A MAXIMUM OF 5 FEET APART AT THE TENSILE STRENGTH AT 20% EXT. STRENGTH = 50 LBS./LIN. IN. (MIN.) BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (18" MIN.). MAXIMUM ELONGATION STD. STRENGTH = 30 LBS./LIN. IN. (MIN.) 5. A TRENCH SHALL BE EXCAVATED APPROX. 6" WIDE AND 5' DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER. FLOW RATE 30 GAL./SQ. FT./MINUTE (MIN.) 6. THE SILT FENCE SHALL BE STAPLED TO THE STAKES WITH 8" (MIN.) OF FABRIC EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES (1/2 INCH LONG 2. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND MIN.) SHALL BE USED. THE FENCE SHALL NOT BE STAPLED TO EXISTING STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE TREES. CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0' TO 120'. 7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FENCE MATERIAL 8. IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END FLOW. THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC OR HORSESHOE WITH THE ENDS ORIENTED UPSLOPE. 9. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. MAINTENANCE 1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE SILT FENCE IS STILL NECESSARY, IT SHALL BE REPLACED IMMEDIATELY. 3. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF THE FENCE. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 5. THERE SHOULD BE NO GAPS OR SAGS IN THE SILT FENCE. CONSTRUCTION OF A FILTER BARRIER EXISTING TREE(S) TO REMAIN. ODRIPLINE OF EXISTING TREE (TYP) OCONTINUOUS NYLON TIE STRING TIED TO STAKE TOPS W/ 2' TUNDRA WEIGHT ORANGE STREAMERS @ 3' O.C. O8' METAL TSTAKES: 8' O.C. MIN., DRIVEN 2' INTO GROUND AT (OR OUTSIDE) TREE DRIPLINE O4' MIN. HEIGHT ORANGE PLASTIC FENCING INSTALLED PER MANK RECOMMENDATIONS (TYP). SUPPLEMENT W/ SILT FENCE FABRIC @ PRUNING TRENCH AS REQ'D. OEXISTING GRADE TO BE DISTURBED. OROOT PRUNING TRENCH 12" OUTSIDE FENCE - SEE NOTES. OEXISTING GRADE TO REMAIN. 6' MIN. U 2'' TREE PROTECTION DETAIL MIN. CRITICAL ROOT ZONE AREA N.T.S. NOTES: 1. PERFORM ROOT PRUNING ON ALL EXISTING TREES TO REMAIN AT START OF CONSTRUCTION WHERE ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES. 2. ROOT PRUNING METHOD: PRIOR TO EXCAVATION & CONSTRUCTION ACTIVITIES, HAND CUT ROOTS BY DIGGING A 18"-24" DEEP x 8" WIDE TRENCH ALONG THE OUTSIDE PERIMETER OF EXISTING TREE(S) ADJACENT TO CONSTRUCTION AREAS. MAXIMIZE PRUNING TRENCH DISTANCE FROM TRUNK TO THE FULLEST EXTENT POSSIBLE, W/ THE ROOT PRUNING LINE PLACED @ THE EDGE OF CONSTRUCTION LIMITS. 3. COORDINATE THIS ACTIVITY WITH OWNER. STORM WATER DISCHARGE AUTHORIZATION 1. A NOTICE OF INTENT (NOI) SHALL BE SUBMITTED TO EPA NO LESS THAN TWO DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN A CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP. 3. A COPY OF THE SWPPP, INCLUDING CONTRACTOR CERTIFICATIONS AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY AND FILED WITH THE CONSTRUCTION PLANS, AND SHALL BE RETAINED ON -SITE DURING CONSTRUCTION. 4. A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO EPA WHEN THE SITE HAS 100% OF THE DISTURBED AREAS STABILIZED AND THE SITE NO LONGER HAS STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITIES (CONSTRUCTION), OR THE NOT PERMITTEE OR CO-PERMITTEE NO LONGER HOLDS OPERATIONAL CONTROL OF THE CONSTRUCTION. EROSION CONTROL NOTES 1. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE TO A PUBLIC ROADWAY, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR. 2. A BERMED OR OTHERWISE SPILL PROTECTED AREA SHALL BE SPECIFIED BY THE CONTRACTOR FOR THE LOCATION OF ANY ON -SITE FUEL STORAGE TANKS. 3. TEMPORARY SEEDING OR OTHER METHOD OF STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE, UNLESS ADDITIONAL CONSTRUCTION ON THE AREA IS EXPECTED WITHIN 21 DAYS OF THE LAST DISTURBANCE. 4. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 5. UPON COMPLETION OF FINE GRADING, ALL SURFACE AREAS DISTURBED WITHIN OR ADJACENT TO THE CONSTRUCTION LIMITS SHALL BE PERMANENTLY STABILIZED. STABILIZATION IS OBTAINED WHEN THE SITE IS COVERED WITH IMPERVIOUS STRUCTURES AND PAVING AND/OR A UNIFORM PERENNIAL VEGETATIVE COVER. THE PERENNIAL VEGETATIVE COVER MUST HAVE A COVERAGE OF AT LEAST 70 PERCENT, AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 6. EROSION CONTROL DEVICES MAY BE ADDED OR REDUCED IN THE FIELD AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 7. MAINTENANCE - EROSION CONTROLS SHALL BE REPAIRED OR REPLACED AS INSPECTION DEEMS NECESSARY OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ACCUMULATED SILT AT ANY EROSION CONTROL DEVICE SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6", AND SHALL BE DISTRIBUTED ON SITE IN A MANNER NOT CONTRIBUTING TO ADDITIONAL SILTATION. 8. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH HE DISTURBS. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES WHICH MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO, EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBE OIL, PESTICIDES, ANY SOLID WASTE MATERIALS. 9. OPEN ENDS OF STORM SEWER PIPES SHALL BE ADEQUATELY PROTECTED AT THE END OF EACH DAY BY THE CONTRACTOR. 10. ANY PIPE STUBBED OUT FROM A STORM DRAIN SHALL BE PLUGGED UNTIL THE INCOMING PIPE CONNECTION HAS BEEN COMPLETED. 11. CONTRACTOR SHALL ENSURE ANY ON -SITE PETROLEUM STORAGE SHALL PROVIDE A SECONDARY CONTAINMENT METHOD. IF THE STORAGE TANKS ARE NOT DOUBLE WALLED, AN EXTERNAL CONTAINMENT BASIN SHALL BE PROVIDED CAPABLE OF HOLDING AT A MINIMUM, THE SIZE OF THE LARGEST TANK PLUS THE RUNOFF OF A 24-HOUR, 25 YEAR RAINFALL EVENT. ca O • zx x o .� E cc i A z_rZHo U~ U) K�A � gW I c� �...... 0................. 0..i M0 AEL J. MOORE 9 : _ 68815 _ e 0 �2g40 REVEVE•D FOR COMPLIANCE JUL 12 2010 COLLEGE SfATION ENIGINEERING WO� �U0 z oo W�V) �Wo W c� 0 0J F- W Z W O= UU) ZJ OQ ��.� F-� V/ W 00 w W 0 8 x CIO b J� '° z cY A A U C) a SHEET C-10.3 �w X N.T.S. SF 3� a NOTE: GENERA. NOTES= I X I. VALVE EXTENSION TO BEEUSED O 5 FE AT F VALVE 1. FINELY DIVIDED EARTH FREE OF ROCK. LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE STANDARD FIREµHYDRAN 0 224"S-DCONCRETE STRENGTH 2000 DIS EEPERNTHAN FINISHED GRADE. R Y ANYEPTH OF 12" OVER THE OF THE PIPE BEFORE BACKFLL IS BEGUN V VE psi BOM MECHANICAL EOtAPMIENTTOP yy/VTE OX ��. WTIH -4 BAR AROUND ALL VALVE BOX. 2. ALL VALVE OPERATING NUT EXTENSIONS ARE TO BE MADE 2, ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH - 2000ps;- WATER LINE AS REQUIRED + n OF STEEL SIZED AS NOTED AND PNNYE0 TWO 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF COPPERHEAD SNAKEPIT TEST WITH III COATS OF METAL PANT. BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. TEEE OR TAPPING S AVE � STATION tLIGHT DUTY) OR APPROVED EOUAL A MINIMUM 3. EXTENSIONS SHALL BEIZED OF ONE (1)FOOT LONG. 4. WATER MANS WILL NOT BE FULLY PRESSURIZED CONCRETE HAS 6 VALVE AS U itEOUIRE6 I REACHED 7 DAY STRENGTH, REAS O EO 1 VIEWA -A a. VALVE 80X LIDS LOCATED ON VALVES TO ISOLATE FIRE 5, ALL PIPE WILL BE LAD SO AS THE ENTIRE BARRELL WILL HAVE FULL SUPPRESSION LINES FROM PUBLIC SEARNG ON THE FINE GRADED TRENCH BOTTOM. SELL HOLES SHALL E CUT FOR EACH BELL AND FIRE HYDRANT. 1 WATER LINES SHALL E D USA,LL562 LOCKABLE LID.. 6, ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90@ BE 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STANDARD FIRE HYDRANT CATE VALVE THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT, W/VALVE BOX COPVALVE TEST HEAD NDDUT VANE 80X PER SPECS WITH BOX BOX PER SPECS. STANDARD FIRE HYORAN )AKEPIT STATION (LIGHT OR APPROVED EQUAL EXTENSION AS NEEDED 2•' SQUARE AWWA NUT FINISHED GRADE CENTENRONG COLLAR. ITH A,`'- �A + TERMINATET 4 ROM TOP OFSOX. , A _ BURY ` INE As RED' A�atE FIRE HYDRANT LOCATION IN 0 ARE AWWA NUT EXTENSION WITH CENTERING COLLAR. � } REALIGN AS NEEDED TERMINATE 4' TO 5' FROM TOP OF BOX. 6- STD. 6" D.I. OR C909 PIPE CATE VALVE 6" MJ ANCHOR STD. CATE VALVE I WITH SS BOLTS P COUPLING AWWA C400 W/STAINLESS - PRESSURE PPE 14 INSULATED STEEL BOLTS 8L0 KIN PEA GRAVEL •FILL TO 1 FT, ABOVE WEEP HOLE � ,11 l Ip 24" X 24" X 6" 28-DAY CONCRETE STRENGTH . 2000 psi go. COPPER TRACER PVC OR D.I, PIPE THRUST BLOCK WITH ■4 BAR AROUND WIRE W/ALL SPLICES p l I ALL VALVE BOX" MADE USING APPROVED WATER TEE OR TAPPING BLOCK USING 12"02"I<4" - e TIGHT CONNECTORS SLEEVE II, VALVE CHANICA. JOINTS 1 PRECAST CONCRETE BLOCK AS DIRECTED. AS REQURED RETHAINEER GLANDS BLOCK VIEWA - A MIN. DIMENSION OR MEGA LUGS 6" X 12" GRADELOK EQUAL 0 ONE SAGOX. OF W/M.J. SPLIT GLANDS SACKRETE BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTTONAL GATE VALVE &BOX STANDARD FIRE HYDRANT ASSEMBLY W 1-00 W 1-02 2" SQUARE It 2" HIGH OPERATING NUT ST�AfP N ILAPHTNOUTY)ORST 'k� FER Tp TE AL CT��ppN 09 03 12 COAT N WITH BLUE ENAMEL PAINT APPROVEDOUAL fOR TRACER WIRE INSALLAttON OPPE 5 NEST TAACr10NN pLIGHTUTY) Ov EQUAL GROUND LEVEL VALVE OPERATING NUT 24" MA%, META. DETECTOR TAPE "'� ' "'��" METAL DETECTOR TAPE EXTENSION g p� THICKNESS STEEL TER B X(STO.) PLATE w/ 90'CUT-OUT 48. MN. OW p�Rg�� g HECTRCATL WEIRS CONNECTOR 1" DIA STEEL ROD TRACTN� WEE 14go SOLID COPPE SQUARE SOCKET 2" DIA INSIDE 21/4" DEPTH TWO g S T SCR gWS ON (1/8" MIN WALL OPERATI�NGDE ��3/y' O 40 SCREWS TYPICAL UTILITY PIPE TYPICAL UTILITY PPE THICKNESS) ARE TO BE FLUSH WITH SOCSKIEDT EDGE OF BOTTOM k TRR Wo THE INSTAL ED tEC�RH DEAD END IdTERVA.S TO TMEEPPE AT GATE VALVE EXTENSION TRACER WEXTE 0� T �5YS'A .W1-01 UTILITY PIPE LOCATION MATERIALS U P OW1-03 PIPELINE INSM, NOTES= WANING SIGN MAN LINE A 1. FURNISH AS SHOWN ON PLANS BLACK AND ON ALL VALVE SIGN POSTS. UNDISTURBEDTEXT -\� W AR N I N G 2•SIGNS TO BE RUCTED FROM 20 GA. S EELT BAKED ON DIRT ENAMEL FINISH, FURNISH ONE o•' RCROM PIPELINE WARNING AND ONE VALVE SIGN o' °. 'p ' o • o e 24" MIN, = ti,; CONTACT THE CITY AND ONE POST FOR EACH VALVE END OF LINE BEFORE EXCAVATING INSTALLED AND AT OTHER WATERLINE CAP/PLUG YELLOW LOCATIONS AS SHOWN ON FPLANS. URNISH SAME NUMBER o M. J. TEE BACKGROUND 14" REPLACEMENT SIGNS AS FOR EACH OR CROSS 3 INSTALLED (OMITTING VALVE �/ AL �/ NUMBER ON VALVE SIGN BLANK) BEDDING SAND 7„ N0� (NOT A SEPARATE PAY ITEM) 3' X 3' X 6" A 2" BLACK PRESSURE N CONCRETE SLAB A SENSITIVE NUMBERS •. TO BE ADDED AFTER WHITE10'•� BASIC SIGN HAS BEEN M "• PLAN VIEW BACKGROUND. PAINTED. M J PLUG PIPELINE WARNING SIGN UNDISTURBED DIRT COMPACTED SELECT VALVE IDENTIFICATION SIGN FILL r MECALUC 4'-O" • 8' BLUE, HEAVY DUTY. WING VALVE BOX AND SHAFT EXTENSION PPE < CHANNEL 2' XS4' X 6" 4'-0" CAST IRON VALVE BOX COVER r a r a . CONCRETE SLAB 2'X 4'% 6" CONCRETE SLAB ..�; .? 4'-0" NOT GREATER THAN 458 fL tj y AMERICAN FLOW CONTROL TRENCH 6" DIP W/RETAINING NEµ 'r CONCRETE ADAPTER OR AN APPROVED EQUAL AT END AND PLUG. SECTION A A • .. NOTE., DIMENSION FOR CONCRETE VARIES WITH THRUST BLOCK WATERLINE SIZE *NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING END OF LINE BLOCKING OF STANDARD DE SHALL BE 9sr. AND REDUCER As REouutEO STANDARD DENSITY PER ASTM 0698 IN -LINE BLOW OFF ASSEMBLY W3-00 W3-01 NOTE, I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN ��-- GALV. ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/s.S. HOSE CLAMP GALV. NIPPLE I j REMOVE AND DISCARD SIDES OF COPPER PIPE, AFTER USE MJ PLUG 2.PAYMENT FOR 810 ITEM OF "AIR RELEASE VALVE" AR RELEASE/VACUUM I VALVE BOX AND SHAFT EXTENSION EXIST. GRADE SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE 2" METER BOX WITH I 1 4•-0" CASs IRON VALVE BOX COVER DETAIL. INCLUDING MAN LINE TAPPING SADDLE. VALMATIC MODEL 101 (1") CAST IRON LID j� SCH. 40 GALV. PPE 2' X 4' X 6" CONCRETE SLAB 3. PPE SIZE SHALL BE r' OR 2". OR MODEL 102 (2") OR 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL I I AFTER BLOW -OFF 11 AMERICAN FLOW CONTROL THE ENGINEER H07-BOX POLY ROX I INSTALL MACE QUICK TRENCH ADAPTER MODEL PHRI tr•) WITH EXIST. GRADE CONNECTION 8 CAP HEAT OR MODEL PHR2 (2") OR AN APPROVED WITH HEAT OR APPROVED 4" APPROVED EQUAL EQUAL BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP 4" X 3' X 3' CONCRETE PAD (FOR r' PIPE) 4" X 5' X 3' CONCRET PAO (FOR 2- PIPE) BRASS THREAD PIPE WATER IRON PPE THREAD MAN COMPRESSION FITTING BRASS ELL MJ TAPPED CAP AND BALL CATE VALVE CO T OCKING TO WATER 4" M. J. ELL PLACED ON J?�eQ, ryITH TYPE "K" COPPER TUBING BE NNE ORR ANCEO WITH MAN UN(DtSTURBEO SOIL DISTAL W3--Yj TAPPING SADDLE W/ BRASS NNIPPLE 4" END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-021 IW3-031 I NOTE,USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE 6 PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE SCHEDULE ID THRUST C I A I VOLUME .1 4 6 .1 1.517 51 0. 1 / IL3 1. TFX THRUST BLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psiFOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL 8E PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY E VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAN SHALL NOT E PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 15000si, THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS T NCH " W TH + POUR CONCRETE OSTLER AGAINST UNDISTURBED � EARTH SEQY0NX--X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A 111 t 1 t 11 € its C 1) VOLUME ,1 900 6 8" 5.0 1.$ 1.5 0.9 2.7 0.4 10.12' 6.5 2.5 1.5 1.2 4.0 1.0 45• 6 8" 2.0 2.0 1.5 0.9 1.5 0.2 10 12" 3.5 2.5 1.5 1,2 2.2 0.5 22.5• 6 8" L5 "5- 1.5 0,9 0,8 0,1 10.12 2.0 2.5 1.5 1.2 1.1 0.3 11.25• 6 8" 10,121 1.0 1.51 1.5 1.5 1,5 1.5 0'9 11.2 0.4 10.6 0.1 Q.1 NOTES: 1, NO SPLICES N COPPER TUBING WILL BE ALLOWED 4, MATERu4L USED SHALL BE AS SPECIFIED OR AN BXRSSIOP W -� BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 5, ALL CONNECTIONS TO E COMPRESSION TYPE. ~ 00 2, IT SHALL E THE RESPONSIBILITY OF THE CONTRACTOR 6. A.L SERVICE WYES 6 EXTENSIONS ARE TO E INSTALLED WITH THE MAN LINE CONSTRUCTION. 4• MIN.- _ _ _ _ _ _TO PRESSURETEST LINE IMMEDIATELY AFTER THE7, STREET CROSSINGS HAVE BEEN INSTALLED.3. METERS AID VALVE BOxfS SHALL BE PI,ACEO BY THE UPON PAYMENT OF FEE. MARK EACH SERVICE END WITH METAL "T" POSTCITY PANTED BLUE. 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER VIF, ; THE SUPERVISION F A RPLS UPON COMPLETION OF ' CONSTRUCTION. DOUBLESERVICE ONC.CUR8 6 GUTTER a > a ^A 2' MIN.-3' MAX. BAL/ESERV, 12't�, ** SEE TECHNICAL SECTION 33 12 13 WIT FOR MATERIAL REQUIREMENTS (2 4' MN. APPROVED SERVICE SADDLES A FOR DUCTILE AND PVC.OR 1" TYPE "I COPPER TUBING TAPPED TEE (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE CORP STOP 1FOR DOUBLE SERV.) 1"TYPE K. COPPER TUBING (SINGLt•1/2" TYPE K COPPER TUBING (D-1/2" CUT-OFF BEFORE WYE WATER LINE (SEE NOTE 1) NEW WATER SERVICE (SHORTAND LUNG SIDF,) W2-01 WATER STRUCTURAL BACKFILL AREA INCLUDES PIPE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, ORIVEWAYS,ANO PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL SACKFILL SHALL BE CEMENT STABILIZED (OPTION NO.2 N W4-03) OR EXCAVATED SOIL COMPACTED J TO 98X MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO •4X WET OF OPTIMUM (OPTION NO. t IN W4-02) PIPE JOINT TYPICAL HORIZONTAL THRUST BLOCK W2-00 NEAREST ELL JOINT (TYP. EA. END) T B/C 5' r WL CLR.GABBER TCYASING CASING PPESTEEL SPACER PAVEMENT AREAS 1'�• PULL -ON WATER NEOPRENETIGHT ND ADJUSTABLE TOP RUNNERMAINTAINMAINTAIN SEAL W/ STL. TO MA1 M CLAMPS "APS" OR B/C PSI•• uux • ' :' •� :':' • :':' • :':' •S�EWALIC '. - ' ' .' • NOTE, CASING SPACERS BAND CLAMP STEEL CASING AT SPRINCLNE 4-RUNNER MIN. (THRU 24' DIA 8' WIDE SAND STAINLESS 5' CASING) OR 6-RUNNER MSN J STEEL (TYPE 304) (24"-42" pIA. CASING) STAINLESS PROVIDE 4 STL. TYPE3041 8" WOE BAND RUNNERS AT NEOPRENE INSULATION SLEEVE W/ POLYMER RUNNERSICENTERED BOTTOM 45. BETWEEN PPE AND BAND OR NON-CENTEREDICLEAR BELL, RESTRAINED FROM FLOTATION( POLYMER RUNNER tTYP) INSULATED, "APS. INC., MOD SS18" STRUCTURAL BACKFILL AREA OR "CASCADE" CASING DETAIL W2-02 W2-03 NOTE., NOTE, �M1pp��gg NNFF �r E �yg L CRpg� 5�g NOTEE,R o SE L 1. STANDARD SPEOCIFICAaiONOFOR WATER ESEWERNL NE CONSINTRUCTIONTY W/VALVE �X I. StAPgARD SPECIFICATION FOR WATER AND SEWER'"' I NER88I�TRUCTEONTY W%VALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL E AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. 3. TRH QNORNG PIR RED. WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. g� �� `TY E E g gg `g� �� 4. PPE CRQND S&&TAPF(ANTATHE"CRIRrPPTE �/W BAPEOPU.LED A80VETTFTiIEE PARTAOLLEL 4. PPE CRQ�$IN SUCHOT1APiAMTA THE"C�RIERrPPE CAN ABOVE ABOVE THE PANRTi40LLEL MIS A tat WITH A tit N[7 gEE TAPPING OR ggEg MAN. �ERE�URf ALA �EREOR O� ENCASEMENT 2'•0" MN. ENCASEMENT 2'•0" MIN. SHOULDER VARIES WATER LINE OPEN CUT OPEN CUT WATER LINE LIMIT WIDTH OF PAVEMENT LUT 5'•0" WIDTH OF PAVEMENT MIN. f MIN. ,. GATE VALVE 2,r-0" MIN, W N CAT CATE VALVE 3'-0" BELOW DITCH FLOW LINE. gg,CtT DBBE ASEEOUASING HE E INEER CARRIER PIPE STEEL CASING CARRIER PIPE TYPICAL URBAN CITY STREET CROSSING 4-UU TYPICAL RURAL STREET CROSSING W4-Ol ® SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF NOTES., ROCKS. LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR ORIGINAL GROUND INCHES N THE LARGEST DIMENSION). COMPACTED TO A BOTTOM OF SUB -GRADE PLACE METAL DETECTOR 1, FOR BEDDING AND TRENCHING W/THgV ALL PAVED N FUTURE STREET MINIMUM OF 90Y, OF MAXIMUM DENSITY AS DETERMINED BY IN FUTURE STREET AREA AREA PLACE METAL DETECTOR ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF 24" AREAS SEE DETAXS FOR OPEN CUT STREETS. TAPE AT A MINIMUM OF 24•• ABOVE TOP OF PPE BEDDING ABOVE TOP OF PIPE OPTIMUM TO •4X OF OPTIMUM UNDER NON-STRUCTURAL 2' BE IN ACCORDANCETWITTHTINSI/AWWA STANDARDS` AREAS fie .. YARDS, PASTURES, EASEMENTS) AND TO A FOR PVC PPE. MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED 3. ALL BEDDING i INSTALLATION OF DUCTILE IRON PPE pBpY� ASTM Dpp698 �(SpT�ANDARD) AT A MOISTURE CONTENT WITHIN Q SELECT MATERIAL SHALL E N ACCORDANCE WITH ANSI/AWWA C150/A21.50 AND PA EMENT AREAOPTIMUM UNDER NEW STREET } 4, OMPAACCTION SHALL E ATTAINED BY MECHANICAL SELECT MATERIAL �_ ©CEMENT STABILIZED SANDAIIIPirye,, 5. RELATIVE COMPACTION SHALL BE TESTED N THE ® (MANUALLY ® GRANULAR MATERIAL @)(MANUALLY PRESENCE OF THE CITY ENGINEER. CONSOLIDATE MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE CONSOLIDATE 6. OUST RESULTING FROM THE CONTRACTOR'S AT OPTIMUM OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC AT OPTIMUM PERFORMANCE OF THE WORK.EITHER INSIDE OR `- T MATERIAL AND WHICH. WHEN TESTED BY STANDARD ®_,•'. OUTSIDE THE RKiHT-OF-WAY, MOISTURE) MOISTURE) SHALL E CONTROLLED 4.. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS., 4~ BY THE CONTRACTOR, MAXIMUM LIQUID LIMIT 45 7, ALL TRENCHES SHALL BE SACK FILLED AND TEMPORARY UNDISTURBED SON. MAXIMUM PLASTICITY INDEX >S I � UNDISTURBED SOIL PAVING OR PLATING PLACED AT THE END OF EACH MAXIMUM PERCENT PASSING NO.200 SIEVE 35 PIPE WORKING DAY, MINIMUM) PERCENT PASSING 3/4" SIEVE 100 O.D. S. SEE ~OPEN CUT DETAILS" ST4.00, ST4.Ol 6 ST4.02. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET.SHALL 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED N THE HAND. 6" MN./12" MAX. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL OPTIONNO. I © CEMENT STABILIZED SAND OPTIONNO. l IN LENGTH. NO EMBEDMENT. SAND BLOCK TH SMAREA. 6 FEET �:l ' ..i..........................I MICHAEL J. MOORE i ............................. i 6N15 W W a U 0 6 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN CITY OF BRYAN NON-STRUCTURAL OR NEW PAVED AREAS W4- 0 2 neGood r,;'e, Texas St e." GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL E ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST E INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN. ESTABLISHMENT OF VEGETATION MAY E A WARRANTY ITEM. DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: w . SHEET 1 OF 1 NOTE, NOTES: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS 4, MANHOLE LOCATION AND COMPACTION AS FOLLOWS: ADDITION OF CEMENT STABILIZED SAND OR GRAVEL SHALL BE USED AT EACH MANHOLE N NEW LOCATION COMPACTION REQUIREMENT MAY BE REQUIRED TO STABILIZE FOUNDATION. OR EXISTING RIGHT-OF-WAY, 2. USE ADEKA SEALANT OR APPROVED EQUAL PAVEMENT - - - - - - - -98 XSTANDARD PROCTOR - ASTM 0 698 BETWEEN RING/COVER, ADJUSTMENT RINGS LANDSCAPE AREA---- 90 X STANDARD PROCTOR - ASTM D 698 AMM f%8U drY M rnaarl irr" errTinm MANHOLE DLA.1 MAIN SIZE 4 FT 08in. 5 FT . 2181n. 001n. 6 FT I 236in. ... MW K"UG AKL KLWUMLU WIDUL LM - STREET RIGHT-OF-WAY 3, MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS, 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS FLOW, THE CONE SHALL EXTEND )FOOT ABOVE SEE NOTE 7. 0 - 1Z _ _ _ _ _ _ _ _ _ -' g•• THE BASE FLOOD ELEVATION OR A SOLT DOWN 12 AND OVER --------- 12.. WATER - TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. Y t l� 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS, SEWER SIGN 1 MANHOLE SIGN '• �... (SEE DETAIL S3-05) 6'•0" STO. DUCTLE IRON MANHOLE COVER- ' ION. AND FRAME (30" DIA. OPENING) OR EQUAL SECHONA -A 12" MAX. 12" MAX. -: SEE NOTE 1 SEE NOTE 1. : t 2'-0.. 2' 6" PRECAST REINFORCED 2-6- CLASS "A~ CONC. CONC. MANHOLE SECT. ' VARIES 3000 PSI w 28 DAYS ASTM DES. C-478 VARIES 8' GREEN. HEAVY DUTY, STANDARD CLEMIOUT VARIES (SEE TABLET BACK FILL AROUND MH SHALL _ BE AS PER NOTE 4.ANDARD VARIES WING CHANNEL POST 5.. : �; CROSS r24" PLUG 9„ MN. 5" MIN. (SEE TABLE)RUBBER-GASKET JOINTS 4~ MIN N. :. • .,; W/ MORTAR SEALANT INSIDE AT' ALL JOINTS vAR7E5 ;.SAIDNASSSHOWNED ` ` * INVERT - 3/4 DIAMETER OF PPE 6" MN. STANDARD CROSS 4`-1 •:�:r;• 9'}�- UP TO 24". 24" AND LARGER �� �-A� 3.. 2'-0" SHALL 8E FULL DEPTH INVERTS. -0~ \ �' vAttES SE BASE 3~ VAKS �; „ >:: A " WATERSTOP-PIPECONx ■4 BARS. 8" O.C.E.W. VAMS MANHOLE ADAPTER SEAL, 04 BARS BENT O 900 AND /-48ARS.B" 90. BEND .- '• .. ::' 90• BEND OR APPROVED EQUAL. NOTE= DEPTHS GREATER THAN 12' WATERSTOP-PIPECONX TIED TO WALL AND BASE. (2 REO'0) 6" MIN, MANHOLE ADAPTER SEAL, WILL REQUIRE 2 MATS OF OR APPROVED EQUAL. O.C.E.W. :; .; .•..,. SEE�08UANSDEATIO REINFORCING STEEL N THE (2 REO'D) NOTE=DEPTHS GREATER THAN 12' NOTE BASE. WILL REQUIRE 2 MATS OF REINFORCING STEEL N THE BASE. M OLEOADAPTEROSEAL. CASTINPIA CF, MANHOI,F, 94 BARS. 8" O.C.E.W, -- DEPTHS PRE-CASTMANHOLE GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. 2 MATS OF REINFORCING STEEL IN THE (2 REO'D) BASE STANDARD DROP MANHOLE STANDARD MANHOLE NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON RESTRAINED JOINT FOR FORCE MAINS. S 1-02 PVC CROSS NOTES: PVC PLUG WITH HALF MOON 1. i" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF CAST -IN -PLACE MH CUT OUT OF IT • TO FORM SEE DETAIL (STD) FOR PIP 0 D' REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. x Mq NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED DAM HALF THE PIPE OUl CONSTRUCTION OF MH PERIPHERAL LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING :;• O 'STARTER" HOLES HAVE SMOOTH TRANSITION THE CONCRETE INSIDE THE PERPHERAL `STARTER- HOLES. (SEE NOTE 1.) INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. �.`• ' PvC PIPE ONE SIZE EXISTING INVERT AS REQUIRED. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF GROUT SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. - PIPE INLET i 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1-3/4" STAINLESS OPENING CREATION DETAIL NpN-SHRINK MANUFACTURERS REQUIREMENTS. aI� d� SEE sP� "A X EEEvpPE TYPO BANDSSTEEL A GROUT 4. CONCRETE SHALL BE 3.000 P.S.I. 5/8" STAINLESS STEEL 45• ELBOW (gip SYNKO-FLEX PREFORMED BOLTS W/ EXPANSION (TURN W/FLOW BLOCKEiE 1'•0 tl�-U� PLASTIC ADHESIVE dAiM€TggR V IES ANCHORS7.4 (TYP) L GROUT w PLACE) ■3 REBAR (14" LONG) EMBEDDED AND WATERSTOP, OR APPROVED ).LOLL EQUAL. (SEE NOTE 3.) CCLL 2tTYPRf E E3".rtSOEE CR T CROU WALL NOT0 WATERSTOP - PPECONX NEW INVERT SET ELEVATION EQUAL TO 1 MANHOLE ADAPTER O SEA., OR APPROVED T- TOP OF LARGEST PPE w O p�Ap MXt Poor�g roR PpE TYPE AND INY ELEY PPILP UF.S I' L"& EQUAL 2 REO'°I 1 CONNECTION DETNL SECTION VIEW WATERSTOP-PPECONX MANHOLE ADAPTER SEAL, MANHOLE CONNECTION DETAIL B-1 OR APPROVED EQUAL. CHANNEL FORMED N CONC. BASE B INSIDE DROP MANHOLE STANDARD MANHOLE TIE-IN CONNECTION DETAIL SECTION VIEW 51-01 51-03 4" PVC EXTENSION NOTE: W/PVC CAP I. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'4•' BELOW PROPOSED BACK OF CURB. tSEE NOTE 31 MN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. PVC WYE WITH 3. ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE ASTM 03034 SOR26 WITH CASKETS. PVC CAP 4. ALL SERVICE CONNECTIONS 6 EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. (SEE NOTE 3) 5.A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. CgTNSJRRf SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONC-CURB 9 CUTTER A SIDEWALK 0 3.5' MAX. 1 (SEE NOTE 1.) WATER LINE I (MIN. 4' BURY) 2.0' DESIRABLE 2' PVC (SEE NOTE 3) STD. 45• PVC BEND STD. PVC COUPLING ASTM D3034 SOR26 PPE W/CASKETS Q1.OX LN. tPIPE IS NOT TO BE PLACED HORIZONTALLY) PROFILE SEWER SERVICE LINE CROSSING rep CreekrL SEWER LINE W/ CASING TYPICAL CONCRETE CAPPING DETAIL PLAN (TYPICAL) SEE NOTE 3.5' MAX. OR AS DESIGNED (SEE NOTE 1.) PVC (SEE NOTE 31-7 .rro -TEE WYE SERVICE FITTING (SEWER WYE AND 1/8• BEND) EWER LINE BAREST BELL JOINT (TYP, 2.0' EA, ENO) o: 1 j rr MAX 8- TYP­H Imo-- • r wL CLR. CARRIER PPE -J l� �--STEEL CASING 13 C CASING SPACER ck t-PC. PULL -ON WATER TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL. TO MAINTAIN 1" MAX CLR. CLAMPS "APS" OR st �,.. MINI NOTE, CASING SPACERS BAND CLAMP STEEL CASING 4-RUNNER MIN. (THRU 24'Du AT SPRNCLNE 8" WIDE BAND STAINLESS CASING) OR 6-RUNNER MIN. STEEL (TYPE 304) (24--42" DUI. CASING) STAINLESS PROVIDE 4 C/ STL. TYPE304; 8" WOE BAND RUNNERS AT NEOPRENE INSULATION SLEEVE W/ POLYMER RUNNERS: CENTERED BOTTOM •s• BETWEEN PIPE AND BAND I OR NON-CENTERED;CLEAR BELL, MN RESTRAINED FROM FLOTATION; POLYMER RUNNER (TYP) wsu.ATEO, ~APs. wc., MOD sste~ OR "CASCADE" CASING DETAIL S3-01 tt to 2'•0" MN. MACHINE BORING 2'-0" MN. I ON (TUNNELING) OPEN CUT OPEN CUT 2.0 LIMIT LIMIT WIDTH OF PAVEMENT 3'-0" MIN. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER STEEL CASING AS REQUIRED CARRIER PIPE NOTE: 53-00 t. SEE CFOR )iTY STAANDARDORE ION ON WATER AND SEWER SPECIFICATION FOR WATER CANNED CROSSING SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. NOTES: 3. DRY BORING PREFERRED. WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 1. FURNISH AS SHOWN ON PLANS TYPICAL URBAN CITY AND/OR AT EACH MANHOLE WHERE BLACK SEWER LINE CROSSES OPEN FIELDS TEXT -SIGNS �RUCTE � WARNING 2� FROM 20 GA. STEE T BAKED°ON To--UNOERGROUNO ENAMEL FINISH. FURNISH ONE SEWER ONE SIGN AND ONE POST CONTACT THE CITY FOR EACH MANHOLE INSTALLED BEFORE EXCAVATING ACROSS OPEN FELD AND AT OTHER YELLOW LOCATIONS AS SHOWN ON PLANS. BACKGROUND 414•' FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLOMITTING MANHOLE EON( iViANHO E NUMBER MANHOLE SIGN) 7'• NO. (NOT A SEPARATE PAY ITEM) n� I V 2" BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER WHITE 10 BAST: SIGN HAS BEEN BACKGROUND. PAINTED. I SEWER WARNING AND MANHOLE IDENTIFICATION SIGN 3-05 STREET CROSSING 53-02 MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES 5'-O" WIDTH OF PAVEMENT 5'-0.. MN. �MN. 3'-0" BELOW DITCH FLOW LINE. NOTE: STEEL CASING CARRIER PIPE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RURAL STREET CROSSING 4- PVC EXTENSION NOTE: W/PVC CAP (SEE NOTE 3) 1. WHERE DOUBLE WYE SERVICE 2.0' ELEVATION IS LESS THAN 2'-7" PVC WYE WITH BELOW PROPOSED BACK OF PVC CAP CURB MN. SLAB ELEV. MUST (SEE NOTE 3) BE SST TO ALLOW SANITARY 1 SEWER SERVICE. 2. MARK EACH SERVICE END WITH 4-- METAL "T" POST PANTED GREEN. to 3. ALL MATERIAL SHALL BE ASTM Io 03034 SDR26 W/ CASKETS 4. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEE NOTE 4 METER BOX OR STANDARD CLEAN -OUT BOOT rneerrr, 6- CLEAN OUT STACK DIP OR PVC \-FOR EARTH, SEE BEDDING AND TRENCH DETAIL GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISOHED. N DEVELOPED AREAS WHERE CRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. P�1 STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS. ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL R-O-W OR EDGE OF EASEMENT 2" CUSHION REQUIRED EXTEND 5'BEYOND THE CURB LINE. STRUCTURAL CEMENT STABILIZED FOR ROCK. CONCRETE BACKFILL SHALL BE CEMENT STABILIZED (OPTION SAND AS SHOWN. NO. 2 IN S2.02) OR EXCAVATED SOL COMPACTED I-BAC I 5' VARIES NOT LESS THAN 3" TO 98Z MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO •4X WET OF OPTIMUM 3.5' MAX, (OPTION NO. 1 N S2.02) (SEE NOTE PVC (SEE NOTE 3) �+ PAVEMENT AREAS (MIN. tX SLOPE) STD.45• BEND qr WBEND B/C VARIES STINN HEIGHT - STANDARD CLEAN 5• ST°• 45• SEND SEE NOTE 4 OUT FOR MAIN LINE STRUCTURAL BACKFILL AREA TEE WYE SERVICE S 2-01 S 2- 0 3 FITTING (SEWER WYE AND V8• BEND) D ' CONNECTIONPROFILE ® SELECT NATIVE MATERIAL ORIGINAL GROUND IN MATERIAL EXCAVATED FROM THE DITCH.(WHICH IS FREE OF FUTURE STREET AREA ROCKS. LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 2' MINIMUM OF 90X OF MAXIMUM DENSITY AS DETERMINED BY AQ SELECT MATERIAL. R-0•W OR EDGE OF EASEMENT ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN >� OPTIMUM TO •4X OF OPTIMUM UNDER NON-STRUCTURAL ]f Q SELECT MATERIAL © CEMMENT STABILIZED AREAS tie ... YARDS. PASTURES, EASEMENTS) AND TO A 12" MIN.t2" SAANNU MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED ® (MANUALLY (MANUALLY VARIES BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE OPTIMUM TO •4X OF OPTIMA UNDER NEW STREET AND ® AT OPTIMUM CONSOLIDATE PAVEMENT AREAS. E W MOISTURE) AT OPTIMUM 3.5' MAX. ® GRANULAR MATERIAL pS LL g BELOLL MOISTURE) (SEE NOTE 1.) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE I I� UNDISTURBED SOIL O.D. BE OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS. OR ORGANIC -.I I•� I PIPE I "-UNDISTURBED SOIL MATERIAL AND WHICH. WHEN TESTED BY STANDARD -rl O.D. Fc- PVC (SEE NOTE 3) LABORATORY METHOOS.MEET THE FOLLOWING REOUIREMENTS, PLACE METAL DETECTOR (MN. IZ SLOPE) MAXIMA LIQUID LIMIT 45 6" MN./12" MAX. TAPE AT A MINIMUM OF 24~ 6" MN./12" MAX. MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PIPE MAXIMA PERCENT PASSING NO.200 SIEVE 35 2.0 MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET. SHALL OPTIONNO. I 0PTIONN0.2 NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. SEE NOTE 4 TEE WYE SERVICE Q CEMENT STABILIZED SAND FITTING (SEWER TEE) STANDARD CONATEMONPROHLE NOTES, 1, FOR SEDOWC AND TR£NCMNG WITMN ALL PAVED AREAS, SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING I INSTALLATION OF PVC PPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS SANITARY SEWER FOR PVC PPE. 3• ALL BEDDING d INSTALLATION OF DUCTILE IRON PIPE SHALL 8E IN ACCORDANCE TO ANSI/AWWA Ct50/A2L5o, BEDDING AND TRENCH SERVICE CONNECTION 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMM°1Nc. FOR DI PIPE & PVC PIPE 5 EALL TRENCHES ACH WORKING SHALL HA L BE BACK FILLED AND TEMPORARY PAVING DR PLANKING PLACED AT THE END OF c )-(,(, 6. SEE "OPEN CUT DETAILS" ST4-00, ST4.01, & ST4.02. ,52-02 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4". 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PER TO A MINIMUM DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. PLAN *4 BAR HOOPS, V2 O.C. PER DIA. AS SHOWN ON PLANS 3" CLEARANCE MININMMUM SECTIONA A MAX. PIER DIAMETER VERTICAL STEEL *5 BARS 16" 8 24" 12 26" 14 30" 16 42.. 24 4" WIDE X 3/81• THICK STAINLESS STEEL STRAP (PRWO I PAINTED)FORMED TO PERMIT SNUG TIGHTENING OF PPE TO PER (2 REOD. PER PIER) DUCTILE IRON PPE WRAP WITH ONE 1" x IS- GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO TO PREVENT BONDING VERTICAL REINFORCING STEEL A *A < VERTICAL STEEL AS PER TABLE F W o x *4 BAR HOOPS. 12" O.C. 4- 0POUR ;' CONC. AGANST UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER r' [25mm] DIA t/4" DIA 2" (51mm] LETTERING HANDLING HOLE84smm] LETTERING STYLE= r' (25mm] DIA BOOKMAN OLD STYLE ANDLING HOLE 2" (51mm] LETTERING LETTERING STYLE, t 18mm 1- g/16" BOOKMAN OLD STYLE 1/4" [6mm] DIA E4 I NEOPRENE GASKET 0 4-1/2" 2) PICKS (2) PICKBARS7/16„ [114mm] to ti 2(t1mm cm(5tMMM] tM ' [SRAM] 22.gg/16"� �33 6216" 3DIA--+ __LRIMMJ ! [65mm] (8 2 CITY OF BRYA mp 3 4 [ 1035mA FRAME SECTION 2" 151mm] LETTERING - : `'' "' 2" (51mm] LETTERING LETTERING STYLE, PLAN VIEW LETTERING STYLE, BOOKMAN OLD STYLE BOOKMAN OLD STYLE J MACHINED SURFACE r__[813 34 t•t/2.• e [38 mm] �62mm] v ps•3 yy [7[22mm] 3 mml R 1-3/4~ 1"�IA X 4~ LG ER44mm] H.RR S. R00 COVER SECTION MCKBAR DETAIL u u BOTTOM VIEW STANDARD MANHOLE OF COVER RING AND COVER DUCTILEIRON V-1432-3 S4-01 t /t " •13/16" 38" OIA [ 81Mm]OIA, [2pmm [20mm] 2E965mm j 2g - ID OF GROOVE (Jigmm7)(jj!'&KET s (6mm S+rOw1,] �1/2" 2.7/8" �t7°2mm [10Zmm] t 13mm] 7/81• [ 73mm] BOLT HOLE SECTION (22") ] r' (25mm) DIA. y p� [R44mm] X 5 1/2" [140mm]-32(g��rn'm7A-� 1•t/2" MACHINE GROOVE LC STEEL ROD 33 ��{291A [ 38GASKE]T GROOVE FOR DETAIL I30" DIA 1-1/2" PICKBAR DETAIL 1/4" E6mm] DIA. --t762mm t /nBxn] (38mm] FRAMESECTION PNEOPRENE GASKET MACHINED SURFACE 2" 151mm) LETTERING [73mm] LETTERING STYLE: COVF,R SECTION Bookman Old Style 2" [51mm] LETTERING RECESSED FLUSHED (4) 5/g8�'"-11 NC X 2" ggLC (4) 5gf8gg"-Cll NC CC% C d NARROWZ NWT, 6 6 NARROW INCR�Wtlr o 0 RUBBER WASHERS RUBBER WASHERS E90 1mm] 3"r ES 4" mm] E102mm [102mm CiTY OF BRYAN (1) 7/8" (22mm) %j j ■,,, . , DIA HANDLING HOLE (1) 7/8" (22mm) DIA HANDLING HOLE u u 0 0 PICKBAR 2" [51mm] LETTERING 2" 151mm) LETTERING (2) PLACES RECESSED FLUSH Bookman OlRING d Style PLAN VIEW BOTTOM VIEW WATER TIGHT MANHOLE RING AND COVER DUCTILE IRON V-2432-+3 S4-02 S4-00 N z O_ ;n Lu >ti • pMC,I•IAEL J. i � ...........................I %0 L E v� con 0 T� CITY OF BRYAN The a"d bfe, Texas Siy1e.- DRAWN BY: C.L.M. DAZE: 1-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE SHEET 1 OF 1 NOTE+ TYPE "C" EXPANSION JOINTS N CURB & GUTTER NOTE, SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS. P.T: S AND TYPE "C- EXPANSION JOINTS N CURB IL CUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF P.C: S. TYPE "B" CONTRACTION JOINTS INCURB & GUTTER SHALL BE SPACED AT A MAXIMUM 40' APART AND AT ALL RADIUS POINTS. P.T.'S AND R3 12' DISTANCE OF 10'APART, P•C.'S. TYPE "8- CONTRACTION JOINTS N CURB & GUTTER SHALL BE SPACED AT A MAXIMA 3" 1" MN. TO 24" DISTANCE OF 10• APART, 6-T �- *4 BARS o 18" C/C *4 BARS 0 18" O.C.E.W. y�"R 12" 12" 24" 3- L_ f (MID SLAB) T �„ _T �g- 3'i"R I/t"R t/4"R 6" 15" a SECTIONA A 10%" o Y,i"R 1 �_. v 1- 6 3" 1.. 1/4"R 5- VARIES ' A BARSD " ONTINUOUEAR Lp-*4 - 3„ 3" • 2- '7•, 6 1/2.. � � 24' R. 0. W. 12' 3" C "* A A n 24 LAYDO`�VN 0 3/4B/x tg.. SMOOTH EXPANSION DOWELS 3" ; :,; ; •}'`� Ap .� TYPICAL COMBINED DOWELLED IN CURBS • GUTTER SECTION DETAIL a CURB & GUTTER SECTION ST1-00 ST1-01 ST1-02 NOTE: - NOTE: 1/2" CHAMFER . TYPE "G" EXPANSION JOINTS N CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL 1. TYPE "G" EXPANSION JOINTS IN CURB & CUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL :' ,' t';:•-_, (TYPICAL) RADIUS POINTS. P.T,'s. AND P,C.'s. TYPE "B" CONTRACTION JOINTS N CURB & CUTTER SHALL BE SPACED AT A MAXIMUM RADIUS POINTS. P.T: s, AND P.C.'s. TYPE -B' CONTRACTION JOINTS N CURB & GUTTER SHALL BE SPACED AT A MAXIMUM TYPE V' EXPANSION JOINT ■4 BAR DISTANCE OF 10' APART DISTANCE OF K)' APART 2. PIPE EXTENDED 1"•2" FROM SOC TO BE COVERED WITH FABRIC (-�- AND TIED N PLACE 16- e• -. a 'a '• '• 'a' . • ' :':. . •• ,. • < . • • 24• 6' t5 24- 6 ALLEY PAVING 1/4"R � 24" � 6., MIN 1 2Z " , 6„ ST1-06 T SLOPE SBRENCTHCONCRETEI 3500 psi. I ,•0 1/4"R >L -� 4" -i0• - 6 6 3/4" 12 " 3 1/4"R • 0 -L 0 -pJ• 6 3 /4.. 2„ 3.. 3.. 3.. �,� 3.. 3.. 3., 4" • : *4 BARS 3" � � 4.. • : *4 BARS 3- -� �- 0 :3/4" X 18" SMOOTH 0 :3/4" X 18" SMOOTH 1 1 1 I�1 CAL 11.. AL EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB TYPICAL COMBINED TYPICAL WEEPHOLE CURB SPILL CURB STI-03 I ST1-04 I STI-05 JOINTTRANSVERSE REINFORCEMENT; VB** R SEAL WITH ■■■■■■■■■■■■■■■■■■■■■■■■■■11■■1 ■■■■■■■■■■■■■■■■■■■■r■■R■■■■01 METAL KEY WAY ■1 9G■■■■■■■■r■■■r■■■■■■r■■■■■■■1 LAATEr • •' • ■■■■■r■■r■r■■■r■rrr■r■r■r■■■■■ ■rr■■■■■■■■rrrrr■■■■■■■rrrrrrl - • ■■■■■rrrrrr■rrrr■■■■■■r■rrr■■1 ■rrr■■■r■■■■■■■■■■■■■■■■■■■■■1 \■■■■rr■r■r■■rr■■■■■■r■■r■■rr1 p , �rrrrrr•.rrrr■■r■■rrrrrrrr■rr1 ■■■■■..�■■■■■■■■■■■■■■■■■■■■1 iGr■■■�■■r■■rrrrrrr■rr■r■■rrrl ■■rrr■�r■■■■rrr■rr■■■■■■r■■■rl ■■■■■r.■■rrrr■r■r■■r■■rrr■rr■■1 ■rrrr■■rrr■■rrrrrrrr■r■r■rr■r■ ■rr■r■■rr■r■■■■■rrrr■■■■■rr■r1 11 C. TO C. TYPE "0" JOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED LONGITUDINAL REINFORCEMENT: L 40' t.� 40' t.�. 40' *4 BARS AT 18- C. TO C. I` r TANGENT SECTIONS TYPICAL.TOINT & REINFORCEMENT LAYOUT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR FOR CONCRETE PAVEMENT 3/4" 0 X 18".12" O.C. 1/4-R 3/4" tCOATE0 W/HEAVY GREASE) 5.1/2" 3/4" ° 6" MIN. 1-518" TFIICK / SD M5ANSgUg��FAC�Cp1/ " � ONG ME OR p�ASTIC CM 3/4" ' e s 1•1/2•• BY J.D,RJU E� EDUAL� ITNHSIµE IOIAM T.�I TO BE 1/ B'"GRt T R 3•. rAP IS I" �'� " E EN ° OFF "° 2°� METAL KEY WAY PLATE TYPEIIGII EXPANSION & CONSTRUCTION JOINT EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.'S. P.T: S, & OPPOSITE P.I.'S, JOINTS SHALL BE AT 60' CENTERS. CURB & ON ALL HORIZONTAL It VERTICAL CURVES TYPE "I " JOINT CONTROL JOINTS SHALL BE AT 10'CENTERS. TYPE "0" JOINT LONGITUDINAL JT.0 900 TO CHORD OF RADIUS. (TYP.) t•-6" ITYP,) VI SAWED OR FORMED,SEAL TYPE "C" JOINT AT ALL RADIUS POINTS AND > WITH JOINT MATERIAL. RADIUS DISTANCE OF SEALING NOT REOV N CURBS. 300' ON TANGENTS p-g.• 3/8" R I/&' TO 3/16•' GENERAI, NOTES: 3/4" BACK CURB ALL ALL AREAS WHERE EXISTING VEGETATION AND CRASS COVER BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY 6" MIN. SODDED OR HYOROMULCHED AND WATERED UNTIL VBLOCK TYPE "D" JOINT D.. RE �S GROWTH IS ESTABLISHED. IN DBE ED TYPE "B" JOINT TYPE "G" JOINT AT FUTURE BARAS IS PRESENT BLOCK SOD WILL REOWREDEVELOPED AREAS EXTENSION OR AT PROP, SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF - *4 BARS, 18" O.C.E.W. WORK (TYPJ LSATLT p E IIBII TYPE APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY T r T j�j� T LAYOUT TYPICAL _TOINT LAYO lJ 1 AT CONTRACTIONJOINT CONSTRUCTION MIO SHALL STAY N PLACE LNTL ACCEPTABLE IY CONSTRUCTION IS VEGETATIVEOTHEN AND REMOVED CONTRACTOR. CONCRETE INTERSECTION ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF TRANSVERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER SILT AFTER EVERY RAIN. i ST3-00 TYPE "G" EXPANSION EXISTING CURB & CUTTER KEEP 6" RISE TO � JOINT. ELEV. + TO BE REMOVED TYPE -G" EXPANSION PROPER Y T/C ELEV.=3" MATCH E OF LINE JOINT. ELEV.+ CURB RETURN RADIUS * 2-4. � KEEP 6" RISE TO EXISTING GUTTER 2. A T/C ELEV.•3" .� CURB RETURN RADIUS 11•6" MATCH �, OF PROPERTY LINE EXISTING PVMT, EXISTING CUTTER I 4" s ACCESSIBLE ROUTE 14'MIN.) 2• - _ _ � (OPTIONAL) np EXISTING " 4--_i "3tErTE 3 PVMT. NOTE EXISTING BASE 3 IN s• - TDRIVEWAY `APRON SHALL BE 4- -T 6., -^ (28-DAY CONCRETE STRENGTH 3" RISE 7(28-DAY VEWAY APRON SHALL BE 4" DEFORMED TIE BAR '3000 psi) W/*4 BARS 0 18" MIN *4 X 1$" O.C. O.C.E.W. ASPHALT APRONS W/0 TYPE "D" LONGITUDINAL EXISTING CONCRETE STRENGTH BASE 000 psi) W/*4 BARS 0 18" FOR TIE TO CONCRETE CURB AND GUTTER SHALL JOINT ALLOWEDON OPEN DITCHED DEFORMED TIE BAR CURB A ASPHALT APRONS E TO CONCRETE PAVEMENT STREET SECTIONS ONLY. SECTIONA A *4 x 18" O.C. FOR T� CURB AND GUTTER SHALL BE ONLY TO CONCRETE TO STREET SSEECTIIOONS DITCHED SECTIONA A CONCRETE PAVEMENT SLOPING AWAY FROM INTERSECTION CURB RETURN RADIUS « 2' .� CURB RETURN RADIUS T-6" z > ACCESSIBLE ROUTE (4• MN.) tOPT10NAL) NOTg s 1 34- 1 NO!( J E� LONGITUDINAL JOINT SECHONA A SLOPING TOWARD INTERSECTION ONLY. SECTIONAA-SIDE STREET WIDTH---�I Ll�l7'HHLAYDOWNCURB I • TYPE "C" EXPANSION JOINT *MAINTAIN 2X MAX (28 DAY STRENGTH A 3500 PSI) CROSS SLOPE NOTE: RAMPS ONLY WHEN _ _ W/*4 BARS AT 18-O.C.E.W. A POINT OF THE LONGITUDINAL SLOPE IS DOWEL INTO EXISTING SIDEWALK W/6" LSSB TO 2' BEYOND B.O.C. CURVATURE GREATER THAN V-20 tVAR1ES) W/*4 BARS 0 18" O.C. RAMPS SHALL COMPLY WITH BACK OF CURB TAS REOUIREMENTS RETURN CURB TO HAVE A ROLL FACE DIMINISHNG EXPANSION JT, & I 25' RAD. (MIN.) .4 �1�-I AT RADIUS POINT SMOOTH DOWEL BAR. SIDEWALK 1� * a 1/2' 0 X 16". WITH I TYPE "0" 44 H-1-HEN -I CAP 0 12" O.C. I �ON NAI RAMP 5'R. tMN.) BACK OF CURB (COATED W/HEAVY GREASE) JOINT I JOINT SEE RAMP (SEE RAMP DETAIL) ** -- - - - - - - - - - -I--------- A►CCESSIBLE ROUTE* NEAT SAW CUT NEAT I( NEAT SAW CUT --------------L ------- - - - -- PONT OF SAW CUT A -►I F•- 1' I TANGENCY I *MAINTAIN 2Z MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB & GUTTER TO • • -'� - • ' • • • -" "' "' - r" " "' -'` " - SLOPE. 5'MN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED. ** SIDEWALKS, (A MIN.S��S �► EXPANSION JOINT (TYP.) EXISTING OF 4' HINDBACK OF CURB), RESIDENTIAL DRIVEWAY SEAL W/APPROVED MAY REMAIN IN PLACE EXPANSION JOINT MATERIAL OTHERWISE SIDEWALK MUST BE REMOVED. TYPICAL STREET CONCRETE APRON ST2-00 ST2-01 WAY TYPE "D" EXPANSION JOINT. A d DRIVEWAY EExX1�gg NN FRB ELEV.mT/C ELEV.+3'• TYPE "C" EXPANSION JOINT ty 1-S14tR FT. CUTTERG TO BE 6 KEEP b" RISE TO I PROPERTY LINE APPROX.12" FRRtEEEMOVEO p PROPERTY LINE - - - ORIVEVIE TO HAVE WIDTH EX STING �UT iER 2X MAX DRAINAGE CULVERT EXISTING PVMT I �3. VARIES tMN. 18" DUL RCP PIPE) I � i _ 6•• *MAINTAIN CROSSLOPE }I A ROLL FACE CURBDI WISHING SEMONA A A PROPERTY -T 'I AT RADIUS POINT, TYPE "0" AMBULATORY RAMP NOTE: - - - '_}__ - EXISTING BASE MLINE MNRtSE� 25, MIN. R REMOVE CURB ! �LON(;ITUOINAL SLOPE 1:12 MAX. DRIVEWAY APRON SHALL BE THRU RAMP I JOINT 1. LENGTH OF DRAINAGE PIPE FOR - -' DEFORMED TIE BAR 6" (28-DAY CONCRETE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RESIDENTIAL DRIVES IS 36' MAX *4 X 18" O.C. STRENGTH - 3000 psi) W/*4 - I- & 20, MIN. DRAINAGE EDGE PVMT. FOR TYING NEW BARS Ma 18" O.C.E.W. ASPHALT SIDEWALK ' * a 2. ALL DRIVEWAY PIPES WITHIN CULVERT CONCRETE TO EXISTING APRONS W/O CURBS CUTTER �"' I ROW MUST HAVE CONCRETE CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN NEAT I NEAT ONLY ACHED STREET SECTIONS - - SAW SLOPED END SECTIONS STREET CUT 160 SLOPE) OR APPROVED A w , SAW CUT EouAl. SSG 1 fONA A TYPICAL DRIVEWAY ENTRANCET� TYPE "C"A NEAT EXISTING CURB &CUTTER TO EXPANSION JOINT SAW CUT BE REMOVED -REPLACE STREET SURFACING AS NEEDED WITH CULVERT ST2-02 COMMERCIAL DRIVEWAY ST2-03 FLEX BASE EXISTING 6„ GRAVEL STREET o ,moo 'o •o.. o�•o•.'o'o:o.,• o � COMPACTED CEMENT 12" ��- STABILIZED SAID OR 12. FLEX BASE `-SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOIL yAR�S OPEN CUT GRAVELSTREET ST4-OU * MIN. 6" HMAC (TYPE C OR D) SAW CUT *4 BARS, 18" O.C.E.W. 28-DAY CONCRETE STRENGTH•3500 psi EXISTING SEAL COAT/ DOWEL *5 BARSHMAC. LG , COAs'A&TE� CEMENT 18" INTO EXIST, PVMT.), 0 18" D.C. STABILIZED SAND EXIST SiRCONCRETE-\ I6..r r SAW CUT COMPACTED CEMENT 12"1t STABILIZED SAND REFER TO HMAC SPECIFICATION FOR LFT AND COMPACTION REOUIREMENTS ^' SEE BEDDING DETAIL FOR ••: ::�' •`'''' �'� �''� APPROPRIATE PIPE TYPE UNDISTURBED SOIL VARIES OPEN CUT SEAL COAT/ OVERLAY STREET ST4-01 RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT 24 30 WIDTH R.O.W WIDTH 70 100 NOTES: ppNR�gry 1 gAVE4MENT�TIPARALLEL OTROW WITHIN, CWWIIITY LIMIT EEA �R,y, gg�� �p L 2. FOLLOVY TdOLINTY SPECS 0 SiSAN S %� `-SEE BEDDING DETAIL FOR UNDISTURBED SOL- APPROPRIATE PIPE TYPE VARIES OPEN CUT CONCRETE STREET ST4-02 16' UTILITY 14 14' 16' UTILITY EASEMENT (SEE NOTE 1) t2. EASEMENT (SEE NOTE 11 n. S N 2" HOT MIX STD. RIBBON CURB a z = ASPHALTIC CONC. PVMT. .... 1/2"/FT. SLOPE -+ b MN. 4" HMAC BASE ••^• OR 6" CRUSHED 6" COMPACTED STABILIZED SUBGRADE LIMESTONE BASE. t98Z STANDARD ASTM 0-698 AT A MOISTURE CONTENT BETWEEN 0 AND -4Y. OF OPTIMUM TYPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES, NOTES: L ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO S/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 2. COLLECTOR STREETS WILL BE REOUIRED TO USE 8" 2. FOR SUBGRADES WITH P0,15 AND X PASSING THE -200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH, ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH-3500 PSI). SIEVE 135X. USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOUItEO TO USE 5" HMAC 3. FOR SUBGRAOES WITH PK 15 AND X PASSING THE ■200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35Y.. USE PORTLAND CEMENT STABILIZATION. SUBGRADE N ACCORDANCE WITH THE S/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R-O-W (SEE NOTE 1) WILL BE DETERMINED BY THE ENGINEER. VARIABLE B/C TO B/C (SEE NOTE 1) VARIABLE R-0•W (SEE NOTE 5) e Q Q VARIABLE B/C TO B/C tSEE NOTE 5) Q r MONOLITHIC CURB SEE 5'CONCRETE 2" HOT MIX ASPHALTIC STO.CUR8 & GUTTER SEE W CONCRETE I SEE V CONCRETE 6- RENFORCEO CONCRETE SEE 4'LK DET TE SIDEWALK DETAIL CONCRETE PAVEMENT I SIDEWALK DETAIL I I SIDEWALK DETAIL 28 OAYSTRENGTH-3500 PSI) I TYPE "D" JOINT SIDEWALK DETAIL 3Z SLOPE --+ SLROPE---► MIN. 4" HMAC BASE 6" COMPACTED STABILIZED SUBGRADE <96X STANDARD LIMIT OF -►I 2' ■4 BARS Q 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE (98/. STANDARD LIMIT OF MEASUREMENT -►I 2' OR 6" CRUSHED LIMESTONE MEASUREMENT (MID SLAB) I ASTM 0-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY EXCAVATION BASE (M. MOD.ASTM-D1557) ASTM 0-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND 44Z OF OPTIMUM) AND STABILIZATION (LOCAL STREETS) 0 AND •4X OF OPTIMUM. EXCAVATION & TYPICAL STREET SECTION STABILIZATION. TYPICAL STREET SECTION ASPIMLTIC CONCM PAVEMENT r ST4-04 I 1?ElA7,01XCW CONCI&IZ R4V",VVT ST4-05 z O cn w of low �I ................ ........... MICF4IEL . 0 r0 V :Z4 0 CITY OF BRYAN 77ic Good 1,ik, Tcras Sty1c." • DRAWN BY: C.L.M. DATE: 01-01-0 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 1 CONCRETE CUTTER 5.,0..� u.u. • Ic-g•• TYP. MIN.,.-0".. I�--- -- -- -- - - - - -I �ell TYP. ---- --- cuR6 LINE WHEN to••o" EXTENSION _ 1❑a _ _J RECESSED INLET' I— 1 •.,.a• i , �❑❑� 13'RAOIUS 1 6" __-- __-- T/Tl --- - --Ins---- 13' RADIUS 2.-0.. OA. • g.. 4" NORMAL FACE OF CURB 2'-0" MN.2'-6" •`' / /// / SQUARE 28•0AY CONCRETE 24" WARP PAVEMENT SURFACE TO THROAT OF INLET SEE 02-04 SEE —3••6" Dt-Os PLAN STRENGTH 300o psi PLAN VIEW Z8-DAY CONCRETE STRENGTH ■ 3000 051 .4 BARS 12" O.C.E.W. O.D. • 6'• UK SIDE WALLS 6" TOP or ■4 BARS. 6" O.C.E.W. a STO. CAST IRON MANHOLE COVER BOTTOM SLAB ' TOP OF CURB TOP SLAB ^� AND FRAME SECTIONAA EXTENSION NORMAL CUTTER LINE 41 �^ �L __ DEPRESSED CUTTER LINE BARS 6" O.C.E.W. 6" SIDE WALLS AVERT SHAPING /� 76" TYP. TOP 4 BOTTOM SLAB CONCRETE FILL /-�� 04 BARS 12" O.C.E.W. SECTIONA A SIDE WALLS 6 BOTTOM SLAB i VATION SINGLE GRATE INLET SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D 1-00 D 1-01 A 3/4„ 3/16" 7/16"ir 28•DAY CONCRETE _ _ _ _ _ _ _ - ' �— 2" STRENGTH ■ 3000 psi Q� I A BERNER A _ _ _ _ _ ; �- �` 1__ VIEWA A - - - 4••4 BARS ' I' 28-DAY CONCRETE A FLOW I + I MAN A 0000000000000�000 aAcoNa -- I O O�DQ D I -- gTRENGTN 300o p>� (21 3/4"FOR OI HOLES I LINE i - v I STD. CAST IRON MANHOLE COVER D FRAME IN STREETS 28.DAY PLAN (2)3/4" SOU E AN00- OIA.) CONCRETE STRENGTH ■ 3000 psi A CROSS SEM0N PLAN PLAN MINIMUM DISTANCE BETWEEN TWO PIPES 1/2" fLAT F GOTHIC O.D. • 6" MN. t8" TO 36" - 12" APART w/APPROPRIAT ITY TITLE ■4 BARS 12" O.C.E. 6" TOP 6 BOTTOM SLAB 04 BARS 6" O.C.E.W. 48" OR LARGER . 18" APART AppN•T ITV or sk"m SIDE WALLS —� .4 BARS 12" D.C.E.W. :• I TOP 6 BOTTOM SLAB POLLUTE J� (*A .4MS A SIDE WALLS : O.D.- g„ MN. i (. SIDE WALLS i TE 1 - f 1 LARGE MOUTH BASS LOCO 6" TOP 1r BOTTOM WALLS I OA. • 6" VARIES F 6"ETOP 3/4" FL 2)PL AC QSCOTHIC 3- MIN. EACH SIDE 6- SIDE WALLS MIN. 3' O (SEE NOTE) O F BOTTOM L . SLAB -4 BARS 6" O.C.E.W. T T T T T T T T T T CITY W COI.tcK STA ITN TOP 6 BOTTOM SLAB ■4 BARS 6" O.C.E.W. A SECTIONA A 6" SIDE wALlsL TOP o BOTTOM SLAB --� 6•' SIDE wars POLLUTE DRAINS To .SEC1 EDAM A SECTIONA A ; �PT�ATE CITGOT14C ITLE STORM SEWER DOUBLE BARREL INLET TROUT LOGO JUNCTION BOX D1-o2 GRATE INLET D1-03 D1-04 PLATE rTT;05 4 f 6" (TYP.) .3 ..u» BARS 9» iPER BLOCK DISSIPA TOR BL 0 CK L 0 CA TION PROVIDE RIP -RAP ROCK (MIN. 20 LB. PIECES) 12- a °11*o E7 6•• 8' 0 8" DISSIPATOR BLOCK AIAt i-,� �RARS F CONFORMS TO 2 to BARS FRONT ELEVATION S)�, �01 28-DAY CONCRETE I I Ir MN. I I STRENGTH ■ 3000 psi I I 1 I I I 1 1 I I 1 F I BARS C BMR w BARS E � & .294& ME BMR w n I I. -BARS E PROVIDE A Ir FOOTING AS 900 WWRRE RE0JIEO TO MANTAN 4" MN. f00TNG FOR LL BE MOOED TOTOTAL OuA(TITES SHD*K SIDE ELEVATION BARS V BARS S li ---- I► ��---- - - - - -- - - - - - - SECTIONAA MVIDE PLAN VIEW�� r1 � (MN.20 Le.PECEs) 300 24'• 04 BARS 12" O.C.E.W. 6., GENERA. NOTES: WALLS. BOTTOM SLAB d TOE ALL EXPOSED CORNERS SHAI.L BE CHAMFERED 3/4-. E i SECT ION A A OFREINFORCINGTHEiSTEEL SHALL BE PLACED ROTH THE CENTER PLAN OF THE OUTt SIDE LAYER OF BARS 2- FROM THE SURFACE OF THE CONCRETE. TOTAL OUMITITES INCLUDE ONE 20 DIMETER LAP FOR ALL BARS OVER V-D"N LENGTH. 28-DAY CONCRETE STRENGTH■ 3000 psi MINIMUM DISTANCE BETWEEN 24" TWO PIPES REINFORCING STEEL FOR ONE MEAOwA.I T8- TO 36- - 12" APART BARS A'& BARS B 1 BARS 5•8x 1 BARS C I BARS Oi0: BARS E BARS F BARS G BARS S BARS Vi•v: BARS W •4012*• '3MnB'• • •4Q •yje12"• • '4 •3 •4 •4012n• 48" OR LARGER - 18- APART 25 TYPICAL CONCRETE HEADWALL & END WALL WITH WINGS D3-00 CONCRETE HEADWALL FOR 2 PIPES D3-01 SELECT MATERIAL °• °:oa'.a•d': „ MATERIAL EXCAVATED FROM THE DITCH. (WHICH IS FREE OF ROCKS. LUMPS, CLODS. OR DEBRIS LARGER THAN TWO (2) " INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90Y. OF MAXIMUM DENSITY AS DETERMINED BY 2" MINCOMPACTED CEMENT STABILIZED 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN ` SAND. SPADE SACK/CY LIFTS INTO M.L OPTIMUM TO •4X OF OPTIMUM UNDER NON-STRUCTURAL PIPE O.D. PLACE, TOFE. 8 ALL VOIDS AREAS (ie... YARDS, PASTURES. EASEMENTS) AND TO A AROUND PIPE. MANUALLY MINIMUM OF 98Y. OF MAXIMUM DENSITY AS DETERMINED (4" ^"$� N•) CONSOLIDATE AT OPTIMUM BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN MOISTURE. OPTIMUM TO •4X OF OPTIMUM UNDER FUTURE STREET AREAS. pPE.x * PE MUST DESIGN TRENCH DETAIL k- 07 SITE SPECIFIC FOR HOPE PIPE. THE TRENCH BOTTOM SHALL BE� 8.. MIN'/12- MAX' HOPE PIPE IS NOT TO BE GRADED SO AS TO PROVIDE UNIFORM USED UNDER PUBLIC STREET AND CONTINUOUS SUPPORT FOR THE PAVEMENT PIPE BARREL BETWEEN BELL HOLES. CEMENT STABILIZED SAND AS A MINIMUM WILL ALWAYS BE REQUIRED. BEDDING AND TRENCH FOR REINFORCED CONCRETE PIPE D3-02 V) z O w Of CITY OF BRYAN The Good Life, Texas 150C" DRAWN BY: C. L. M. DAI E: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: D SHEET 1 OF 1 ■ ; NOTES; CROSS SLOPE 1. SIDEWALK PLACEMENT SHALL BE N ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 27 MN. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED r' DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 13 0 40' O.C..CONTRACTION JOINTS O 4.O.C. CROSS SLOPE m SIDEWALK 3. DOWEL N AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX. CURB. JUNCTION BOX, ETC.) CROSS SLOPE 2Z to 4Y, 2X MAX.. 1Y. MIN. WITH •3 x 12" BARS O 12" O.C. OR •4 x 121, BARS 0 18" O.C. �- E- 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST SOX OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0.4Y. WET OF THE OPTIMUM MOISTURE CONTENT PAVEMENT CURB T� 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. a SEAL WITH EXPANSION 8' TYP. 0 JOINT MATERIAL SMOOTH DOWEL BAR p NOTE* 1/4" R 1/2" 0 X 18",12" O.C. THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 3/4" (COATED W/HEAVY GREASE) � � 3'-0" MN. REOUREMENTS • BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK, -5'-01, VARIES-=Wl * + 4.. .- 2x MAX. 1 • RECYCLED MATERIAL. U2" SEE NOTE 4 * + ' • ' to L ew y y sty . y THICK AS MANUFACTURED BY J.D.USSELL CO.Z3. 1 LONG METAL PLASTIC CAP. INSIDE DIAMETER TO BE I16" GREATER THAN D a ti • ° .•o q$I . y y u1e ° APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST 3 • BARS 0 12" O.C.E.W. OR 28.OAY CONCRETE BE LONG ENOUGH TO COVER 2"OF DOWEL AND HAVE STOP SO END OF 04 BARS 0 18" O.C.E.W. STRENGTH = 3000 psi (4" THICK MN.) St CAP IS 1" FROM END OF BAR. SEE FINISH NOTE Et ` 4 PER TAS STANDARDS 1m• SIDEWALK EXPANSION ALONG LOCAL STREETS &CONSTRUCTION JOINTEMENTS SIDEWALK SLOPE REQUIR � FSW1-00 SAWED FORMED,6..0.. 1/8" TO 3/t6" SEAL WITH EXPANSION 3'•0" MIN 6..0' VARIES-•►1 , JOINT MATERIAL, MIN. •e- 2X MAX. - 4"x4"x3/16" STRUCTURAL STEEL TUBING 3/8" R "' '' "� ' O.C. MAXIMUM- --W O.C. MAXIMUM-- ► 2" O.C. It -}- SEE NOTE 4 4" 5" ■3 BARS O 12- O.C.E.W. OR 28.DAY CONCRETE 24 BARS O 18" O.C.E.W. STRENGTH ■ 3000 psi SIDEWALK CONTRACTION JOINT SEE THICK + NOTE ALONG MINOR COLLECTORS 6" " o.c. �SWE P SAND MN 8" IN 0 L JOINTS AND LARGER 3 �g g 4"x2"x3/16" STRUCTURAL STEEL TUBING STEEL TUBING TRUCTURAL 1"xr'x3/16" STRUCTURAL STEEL TUBING MAX 24" CONC. SIDEWALK 3.1/2" SEE CONNECTION DETAILAFP •°r `• �° Q ., . .. �= as BOLT TYPICAL PEDEST� e.° ° ° ° ®' s ► . « • ' . - TRAF K:TRATED 8'-0" VARIES -.I PAVER MATERIAL ; 2x MAX.•' .-- GUARDRAIL CONNECTIONDETAII, 6.. 1" MAX. SAND LAYING COURSE ` SEE NOTE 4 SW1-01 AC PTABLg TRAFFIC RATEp SEE NOTE 3 28.OAY CONCRETE GENERAL NOTES: PAVER MATERIAL "3 BARS 0 12" O.C.E.W. OR STRENGTH- 3000 psi ■4 BARS 0 18" O.C.E.W. (4" THICK MIN.) ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDEWALK PAVER SECTION SEE FINISH NOTE SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL ALONG MINOR COLLECTORS BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS AND LARGER BEEN BARED BY CONSTRUCTION AND SHALL STAY N PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE SIDEWALK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. SW1-02 ** VARIES r 4' ** VARIES r 3• I' ,I, GREEN SPACE y. . ... .fit., . '•' • . ' ••' . . . ' •' 4NI i 4 d' •'. ► • • . SIDEWALKSIDEWALK ., ►' •' ' •r%° /•"� J` * 1� _ r AMP* •,r•. DETECTABLE \ * •y w12:11 TECTABLI \ RNING 12:1 _": W \ \ A' J (' SURFACE ••' PROPERTY LINE SURFACE PROPERTY LINE .. '• ** 23' tXY CURB RADIUS$ ?J• :.', ; ' . `V a ,+ J. \ •:. 21.5' t20' CURB RADIUS) • .. • . 16.5' t25' CURB RADIUS) CROSS SLOPE NOT TO EXCEED 22 OR BE LESS THAN IX ON ANY z ** 23' (V CURB RADIUS$ \\ POR6ION OF RAMP OR TRANSITION ` ; PA+ 2L5' (20' CURB RADIUS$ TO STREET )IS 16.5'425'CURS RAOUSI I : �•'•'� y CROSS SLOPE NOT TO EXCEED 2PORTIORON E LESS THA TRAIL N AN . .•' TO STREET s• 3' e• 5/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION SW3-00 RAMP AT STREET INTERSECTION *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2X OR BE LESS THAN 1Y. ON ANY 2Y. OR BE LESS THAN 1X ON ANY PORTION OF RAMP OR TRANSITION / PORTION OF RAMP OR TRANSITION / TO STREET TO STREET ti Y / PRO LFSRPTY / v.I. y �-V SIDEWALK RAMP �I� h 1*12 `-1/ SLOPE MA ti + y gam/ 4- + PROPERTY 'TABLE LINE 4INDETECTABLE ACE SURF ACE Y 6' SIDEWALK ARP* R", „ :t P 1 UPE Noe TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND WHERE .THERE IS NO OTHER STORM SEWER SYSTEM AVAILABLE. I.soama c Yew SIDEWALK DRAINAGE TRENCH GRATE SW3-01 SW3-02 *CROSS SLOPE NOT TO EXCEED 2x OR BE LESS THAN 17. ON ANY PORTION OF RAM OR TRANSITION / TO STREET ti � p Cryh Y DPRTY W AMP 5' SIDEWALK 1i1rL+, � y DETECTABLE WARNING * * + j 3' EXPANSION JT. 6 3' �-EXPANSION JT.WE L SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. >t< 1/2" DIA. X 16". WITH 1/2" DIA. X 16", WITH BACK SMOOTH DOWEL BAR. CAP 0 12" O.C. CAP 0 12- O.C. OF CURB 1/2" DIA. X 16 WITH BACK (COATED W/HEAVY BACK (COATED W/HEAVY CAP 6 12" O.C. OF CURB 6'MIN• GREASE) OF CURB 6, MIN. GREASE) 6' MIN. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES FsW3-03 __ SW3-04 SW3-05 DETECTABLE WARNING SURFACE I - -A - 19 < � LANDING � 0 4- c ;{H; 4•' MAX. ;a:a.c►;o:ts:.:b.a:. ; AND USUAL oa'a:.o.: 6- MIN, \-- FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 �.� Landing v o. Detectable warning surface (Domes to run parallel to 4" Max pedestrian travel) and Usual I it E ao o oci4 2.:;.:...9 tTypical)e "� 6., min Face of ID" max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 F LANDING 0 a�b i N (TYPICAL) 6, 6. Face of (TYPK:AL) 4-RAMP Y� WIDTH ITYPICAI) -curb TYPICAL AMBULATORY RAMP W/ FLARED WINGS GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1.CU1R8 RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAI GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. N DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED Z CONCRETE. UNLESS SPECIFIED ELSEWHERE N THE PLANS. 2. LANDINGS SHALL BE A 5' X 5" MINIMUM WITH A MAXIMUM 2Y. SLOPE N ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. N NOT ALLOW WATER TO ACCUMULATE. 1MA EUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF w 3.ALIGN TRUNCATED DOMES N THE DIRECTION OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET, THE PARALLEL VEHICULAR TRAVEL PATH. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2x. APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP,EITHER BECAUSE THE ADJACENT A MINIMUM S.OETECTABIE WARNING SURFACES SHALL 8E A MINIMUM OF 24" IN A WARNINGS SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE OF PEDESTRIAN T EXTEND THE DEPTH THE S APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION. DESIGN, LIGHT RELECTIVE VALUE & DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC I68.102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA. THE MEDIAN SHOULD BE A MINIMUM CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY. VITRIFIED POLYMER COMPOSITE. PRECAST POLYMER CONCRETE. 8. CROSSWALK DIMENSIONS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE N THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED. CURB RAMS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS. OR AS DIRECTED BY THE ENGINEER. 9.EXISTNG FEATURES THAT COMPLY WITH TAS MAY REMAIN N PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES)A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER, 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13.FLARE SLOPE SHALL NOT EXCEED IOY. MEASURED ALONG CURB LINE. I I I FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REOUREMENTS OF ASTM C-936. C-33. LAY N A TWO BY TWO -�-7 UNIT BASKET WEAVE PATTERN OR AS DIRECTED. �� r 2-1: LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS r� w OF A FULL UNIT. J DETECTABLE WARNING PAVER UNITS NUSING A POWER SAW.CUT �9 0 0 0 0 r d 7n vIL ondng 4� 0 0 0 0r a NO.3 REBAR AROUND PAVER INSET r Deter wite warning - paver with trunto(ed pgTECTABLE WARNING PAVER WITH ILA..-. •� 4" Max dome surface EXPANSION JOINT TRUNCATED DOME SURFACE DETECTABLE WARNINCPAVER and Usual AS REQUIRED 1" MORTAR BED • SHALL CONFORM TO i A A ide flare SIDE FLARE APPLICABLE SPECIFICATIONS it tTypiCOU (TYP) CONTROL JOINT PERMISSIBLE Face of %MN. 4" Curb TRUNCATED DOME PATTERN NO• 3 RE8AR AT . 18" (MAXJ ON -CENTER .^I CURB RAMP BOTH WAYS TO APPLICABLE SPECIFICATIONS°NFORM SECTIONA A r- SW2-03 ,l FP k�p'IREL J. MOOFIE ass% • �XAG i A•' • c on 46 � o CITY OF BRYAN The Good Life, Teaxs Sole. - DRAWN BY: C.L.M. DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 1 � I i I I ' a u 1 i r 1 ' ___ -__„_ ,_,yam.--�,,..,:..�(t._,,,,-,_ .f _ .� ^_._.._ r/•._-._....--- `!'^•_•'•_tee,+-,J- •_-- -.•... , �lr..-. ...._�..s�.._.__�_. _.tF�.._��• _'�..+_;.=_ :;,ara--^+�'-•.-� _ - e2 ' 3 i-__ __.._. � —�� — —•L � t __-�,� � yam... _.L�.. —11'-FOCI / 0—y+(ICJ_ _"7 ! QV QV.o 6 / r T / 4 '----•rrl�'-•-----.—o,T••_-__. r,r `--•-7/r-----'�-- irr-'-----------rjr--------,Tr-•..._...._____-_.--7 JJ LL lz-_-_..,.-,.�w,-.....✓+.....-_..w_.a-=-�l-'__--•___.___._.+t....__"'__ -�.i m-� _...._._.+!s�_-..._..___._ell._^-_ �-! ---s a._-.-!- �-rt -._ �4 _ ` o ov QV i OG -- --_ - -- 6+ as7 54 -0 , 00 x ;. x x. �► x ��..__ +►. -.x— / �� ± \ / Pr R1,7'vERS, 96 00 AC TRACT, TRAC•r I 7u68/22 QV x Q QV t I QV QV �I \QV.... QV RI ! 1 x ! 1 21 QV ;Y a 1 (jiY / 1 f� ., / / r 'd. J �� r..`: i ' `co,�� "••r ! �• .•/" hir w,, _ w�.A•., Qv GI� EEI` 3S PRAIRIE �.�. � � � \`. 1 ems.. '' LErvilM 1� I AR Y SCHOOL \ �c�°� ♦ ` �� `: ., !i . __._.-- 1J� � 4/ � � i `; i i 4C.' r- , / ♦ dry ` •np ,.,,,i,,s � / ���. 1 � T �x � x . �� ' l � bE ° 85 54, �Q F i \ � •'ter i ,r , , J ?�, � ' � � , �.��1� ;o \ s QVNP \ m QV Lu w / W / j \o , *� , PHASE�1 U f � � � I � Z \ j F _ + 1 I ` t_ / Qv I QV j b Q AREA ——800,68 SFn� \ > 1 Ix f uj W i / Lam_ � l \ `'ti„h �` .'!`"`\\+ `,...b , '�- __ --_ .�..'�. � .'�s�'' ,''t \r i•��- i '� ool ! ! / ( / / \ \ % `♦ `ivf QV ( j '�--..��\\��.�•'.��',�JJ/J �� -. --- ;"'_... 1 •�i:j �, I � �'\ J' \ / � \ \• � \. \ •yy, ems` __.. �.,,; .f\ 9;:w�+"...."..^^ ' / / (� � ♦ `i.3 3: / NQ t 1Alf� .j' '•;.,. f.�` .�.� `� QV I 4 All xN / � ,i / / �C7 %C?� � / �` � � � / � �. � , _.�.9i? , �s ill' �� �"�� \ j t •� 311 I- 00 . /' � / 5! / � / / tip' _ J ' � � � Cv •ti , \ t / k � n % Y cl t / 8 ' / ( �.--�3 ! \ \` TREE BARRICADE FENCING (TYP.). ( 21 - l i ;,♦ `A� cz \ r I 1 SEE DETAIL C, SHEET L-02.0 / -��\ �, ; i `i p! i �Q1 i �� �� 1 ' � o loli I elt 1 �� r �\ f ' P H E LI N E t j EXISTING OFF —SITE 1 ; {{1 �'!�: 0 I POST OAK TO REMAIN ! /:` ' �� x _ t / f; o' t IR I yY' `µ•===5-" 6 / »-./L... _� L_12 { +� i 1 J 1 :� / r ;-, `1 F, 1 p _.ems i rw, .w.•s & 10 \, I Ee i� , C�, I S �. DEV rEL I IT 1'I A PAT FIL.D: TOTAL LANDSCAPE POINT CALCULATION SYMBOL TAG QTY. SIZE SCIENTIFIC NAME COMMON NAME TYPE POINT VALUE POINT { QV 80 3.5" CAL. QUERCUS VIRGINIANA LIVE OAK CANOPY TREE 300 24,000 15 8" CAL. FROM i i NUMBERED 'SEE NOTE AND SEE EXISTING TREE COLLEGE STATION EXISTING 500 7,500 1\ PER PLAN LARGER TABLE -THIS SHEET PLANTING LIST CANOPY TREE Q RI 21 5 GAL. RAPHIOLEPIS INDICA INDIAN HAWTHORN SCREENING SHRUB 10 210 NOTE: ONLY EXISTING TREES LOCATED WITHIN 131,710 PHASE 1 LIMITS ARE LISTED ON POINTS TABLE GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch =. 50 fL LANDSCAPE REQUIREMENTS PHASE 1 STREETSCAPE REQUIREMENTS: ONE•CANOPY TREE FOR EVERY 32 LF OF FRONTAGE SHALL BE INSTALLED: TOTAL STREET FRONTAGE: 1,800 LF TOTAL TREES: REQUIRED PROVIDED 57 57 LANDSCAPE POINTS FOR PHASE_1 PROJECT AREA: TOTAL SITE AREA: 800.683 SF MINIMUM LANDSCAPE' POINTS REQUIRED (30 POINTS/ 1,000 SF OF SITE AREA)=24,021 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE POINTS SHALL BE REQUIRED FOR EVERY 50 LF OF FRONTAGE ON A RIGHT—OF—WAY: (1,800 / 50)(300) = 10,800 POINTS A 10% POINT CREDIT WILL BE AWARDED FOR LANDSCAPE PLANS THAT ARE PREPARED BY A LANDSCAPE ARCHITECT REGISTERED IN TEXAS: (34,821 * .10) = 3,482 POINTS TOTAL POINTS:34,821 — 3,482 = REQUIRED PROVIDED 31,339 POINTS 31,710 POINTS PHASE 1A STREETSCAPE REQUIREMENTS: NOTE: THE REQUIRED LANSCAPING FOR PHASE 1A (DETENTION AREA) WILL BE PROVIDED DURING PHASE 2 DEVELOPMENT ONE CANOPY TREE FOR EVERY 32 LF OF FRONTAGE SHALL BE INSTALLED: TOTAL STREET FRONTAGE: 564 LF TOTAL TREES: REQUIRED PROVIDED 18 N/A LANDSCAPE POINTS FOR PHASE 1A PROJECT AREA: TOTAL SITE AREA: 424,301 SF MINIMUM LANDSCAPE POINTS REQUIRED (30 POINTS/ 1,000 SF OF SITE AREA)—12,729 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE POINTS SHALL BE REQUIRED FOR EVERY 50 LF OF FRONTAGE ON A RIGHT—OF—WAY: (564 / 50)(300) = 3,384 POINTS A 10% POINT CREDIT WILL BE AWARDED.FOR LANDSCAPE PLANS THAT ARE PREPARED BY A LANDSCAPE ARCHITECT REGISTERED IN TEXAS: (16,113 r .10) = 1,612 POINTS TOTAL POINTS:16.113 — 1,612 = REQUIRED PROVIDED 14,501 POINTS N/A NOTES: 1. ALL DISTURBED AREAS ON SITE TO BE SODDED, OR RE—ESTABLISHED WITH SEED OR HYDRO MULCH. 2. CONTRACTOR SHALL ESTABLISH FULL COVERAGE IN ALL DESIGNATED LAWN AREAS AND IN ALL DISTURBED AREAS PRIOR TO PROJECT COMPLETION. 3. CONTRACTOR SHALL OBTAIN AN IRRIGATION PERMIT PRIOR TO INSTALLTION OF TEMPORARY IRRIGATION SYSTEM. 4. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE). OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK. RIGHTS —OF —WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 5. AN ADDIITONAL 14,501 LANDSCAPE POINTS WILL BE REQUIRED DURING THE DEVELOPMENT OF PHASE 2 IN ORDER TO MEET THE PHASE to (DETENTION AREA) LANDSCAPE REQUIREMENTS. EXISTING TREES TO REMAIN 0 COMMON NAME BOTANICAL NAME SIZE (CALIPER INCHES) STATUS NOTES 1 POST OAK Quercus stellata 24 PRESERVE PHASE 1 2 POST OAK Quercus stellata 15 PRESERVE PHASE 1 3 POST OAK Quercus stellata 20 PRESERVE PHASE 1 4 -POST OAK Quercus stellato 14 PRESERVE PHASE 1 5 POST OAK Quercus stellata 18 PRESERVE PHASE 1 6 NOT USED 7 POST OAK Quercus stellato 24 PRESERVE PHASE 1 g POST OAK Quercus stellata 18 PRESERVE PHASE 1 g POST OAK Quercus stellato 18 PRESERVE PHASE 1 10 POST OAK Quercus stellato 22 PRESERVE PHASE 1 11 POST OAK Quercus stellata 26 PRESERVE tPHASE 1 12 POST OAK Quercus stellota 18 PRESERVE PHASE 1 13 POST OAK Quercus stellata 20 PRESERVE PHASE 1 14 POST. OAK Quercus stellata 20 PRESERVE PHASE 1 15 POST OAK Quercus stellata 18 PRESERVE PHASE 1 16 POST OAK Quercus stellata 14 PRESERVE PHASE 1 17 POST OAK Quercus stellata 18 PRESERVE PHASE 1A 18 POST OAK Quercus stellata 14 PRESERVE PHASE 1A 19 CEDAR ELM Ulmus crossifolio 18 PRESERVE. PHASE to 20 LIVE OAK Quercus virginiana 18 PRESERVE PHASE to 21 LIVE OAK Quercus virginiana 20 PRESERVE PHASE 1A 22 POST OAK Quercus stellota 14 PRESERVE PHASE 1A 23 POST OAK Quercus stellota 20 PRESERVE PHASE 1A 24 POST OAK Quercus stellata 28 PRESERVE PHASE 2 25 POST OAK Quercus stellata 26 PRESERVE PHASE 2 26 POST OAK Quercus stellata 14 PRESERVE PHASE 2 27 POST OAK Quercus stellata 14 PRESERVE PHASE 2 WO� �x O Ei U v� � � O � W a p� W Z CL W CL rV v , 0 3 � g Q V ti N w <f O •p � T T A x C z � SHEET L-01.0 v .r..",vv r-mmiF[1C I MAIL - RG— .. � `�•.. __ /1...—�i..��,rlc..._ � ..—,..cf._\ �..}L._. _.—..—\'mil-—____.__:L�_ ��.-...:I<_._..__\ --..._.:lf.-_ \` _ _�L.�—._._ \ � _.�.G._ \ �.,v_clL \.rl�-----.._._..___.:ft• �...�—_.rL�._�_�v7�.r,:is.__.�..._.—__._.✓lid- __tlt_.._._—., �.r,��t.—._.:� _. ._.._..��'�.r .,__.._"'___...� i -may r• �..- ®e- _ _._.. _. r�i ' 1 N_._( _I. yl _ yl '--� r l4J�y--- jr / .. .�,. r , , \! ��• ...��.. o .'i....�;. i �... e 40 j 0 t r If i I 4 25 o 26 O 7__.,, -� Ix TOTAL LANDSCAPE POINT CALCULATION SYMBOL TAG QTY. SIZE SCIENTIFIC NAME COMMON NAME TYPE POINT VALUE POINT + QV 80 3.5" CAL. QUERCUS VIRGINIANA LIVE OAK CANOPY TREE 300 24,000 15 8• CAL. FROM I . I NUMBERED AND SEE EXISTING TREE COLLEGE STATION EXISTING 500 7,500 �` 11 PER PLAN SEE NOTE LARGER TABLE -THIS SHEET PLANTING LIST CANOPY TREE G RI 21 5 GAL. RAPHIOLEPIS INDICA INDIAN HAWTHORN SCREENING SHRUB 10 210 NOTE: ONLY EXISTING TREES LOCATED WITHIN PHASE 1 LIMITS ARE INCLUDED ON POINTS TABLE GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. LANDSCAPE REQUIREMENTS PHASE 1 STREETSCAPE REQUIREMENTS: ZONE CANOPY TREE FOR EVERY 32 LF OF FRONTAGE SHALL BE INSTALLED: TOTAL STREET FRONTAGE: 1,800 LF TOTAL TREES: REQUIRED PROVIDED 57 57 LANDSCAPE POINTS FOR PHASE 1 PROJECT AREA: TOTAL SITE AREA: 800,683 SF MINIMUM LANDSCAPE POINTS REQUIRED (30 POINTS/ 1,000 SF OF SITE AREA)=24,021 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE POINTS SHALL BE REQUIRED FOR EVERY 50 LF OF FRONTAGE ON A RIGHT—OF—WAY: (1,800 / 50)(300) = 10,800 POINTS A 10% POINT CREDIT WILL BE AWARDED FOR LANDSCAPE PLANS THAT ARE PREPARED BY A LANDSCAPE ARCHITECT REGISTERED IN TEXAS: (34,621 * .10) = 3,482 POINTS TOTAL POINTS:34,821 - 3,482 = REQUIRED PROVIDED 31,339 POINTS 31,710 POINTS PHASE 1 A STREETSCAPE REQUIREMENTS: NOTE: THE REQUIRED LANSCAPING FOR PHASE 1A (DETENTION AREA) WILL BE PROVIDED DURING PHASE 2 DEVELOPMENT ONE CANOPY TREE FOR EVERY 32 LF OF FRONTAGE SHALL BE INSTALLED: TOTAL STREET FRONTAGE: 564 LF TOTAL TREES: REQUIRED PROVIDED 18 N/A LANDSCAPE POINTS FOR PHASE 1A PROJECT -AREA: TOTAL SITE AREA: 424,301 SF MINIMUM LANDSCAPE POINTS REQUIRED (30 POINTS/ 1,000 SF OF SITE AREA)-12,729 POINTS THREE HUNDRED ADDITIONAL LANDSCAPE POINTS SHALL BE REQUIRED FOR EVERY 50 LF OF FRONTAGE ON A RIGHT-OF-WAY: (564 / 50)(300) = 3,384 POINTS A 10% POINT CREDIT WILL BE AWARDED FOR LANDSCAPE PLANS THAT ARE PREPARED BY A LANDSCAPE ARCHITECT REGISTERED IN TEXAS: (16,113 * .10) = 1,612 POINTS TOTAL POINTS:16,113 - 1,612 = REQUIRED PROVIDED 14,501 POINTS N/A NOTES: 1. ALL DISTURBED AREAS ON SITE TO BE SODDED, OR RE-ESTABLISHED WITH SEED OR HYDRO MULCH. 2. CONTRACTOR SHALL ESTABLISH FULL COVERAGE IN ALL .DESIGNATED LAWN AREAS AND IN ALL DISTURBED AREAS PRIOR TO PROJECT COMPLETION. 3. CONTRACTOR SHALL OBTAIN AN IRRIGATION PERMIT PRIOR TO INSTALL11ON OF TEMPORARY IRRIGATION SYSTEM. 4. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 5. AN ADDIITONAL 14,501 LANDSCAPE POINTS WILL BE REQUIRED DURING THE DEVELOPMENT OF PHASE 2 IN ORDER TO MEET THE PHASE IA (DETENTION AREA) LANDSCAPE REQUIREMENTS. EXISTING TREES TO REMAIN NO. COMMON NAME BOTANICAL NAME SIZE (CALIPER INCHES) STATUS NOTES 1 POST OAK Quercus stellata 24 PRESERVE PHASE 1 2 POST OAK Quercus stellata 15 PRESERVE PHASE 1 3 POST OAK Quercus stellata 20 PRESERVE PHASE 1 4 POST OAK Quercus stellata 14 PRESERVE PHASE 1 5 POST OAK Quercus stellata 18 PRESERVE PHASE 1 6 NOT USED 7 POST OAK Quercus stellata 24 PRESERVE PHASE 1 8 POST OAK Quercus stellata 18 PRESERVE PHASE 1 9 POST OAK Quercus stellata 18 PRESERVE PHASE 1 10 POST OAK Quercus stellata 22 PRESERVE PHASE 1 11 POST OAK Quercus stellata 26 PRESERVE PHASE 1 12 POST OAK Quercus stellota 18 PRESERVE PHASE 1 13 POST OAK Quercus stellata 20 PRESERVE PHASE 1 14 POST OAK Quercus stellata 20 PRESERVE PHASE 1 15 POST OAK Quercus stellata 18 PRESERVE PHASE 1 16 POST OAK Quercus stellata 14 PRESERVE PHASE 1 17 POST OAK Quercus stellata 18 PRESERVE PHASE 1A 18 POST OAK Quercus stellata 14 PRESERVE PHASE 1A 19 CEDAR ELM Ulmus crassifolia 18 PRESERVE PHASE 1A 20 LIVE OAK Quercus virginiana 18 PRESERVE PHASE 1A 21 LIVE OAK Quercus virginiana 20 PRESERVE PHASE 1A 22 POST OAK Quercus stellata 14 PRESERVE PHASE 1A 23 POST OAK Quercus stellata 20 PRESERVE PHASE 1A 24 POST OAK Quercus stellata 28 PRESERVE PHASE 2 25 POST OAK Quercus stellata 26 PRESERVE PHASE 2 26 POST OAK Quercus stellata 14 PRESERVE PHASE 2 27 POST OAK Quercus stellata 14 PRESERVE PHASE 2 D 0000 CA 0000 0000 M 00-0 w I`. ■ �■ OX z zo 0. i1y ■'■ ■ ca �Nco c rnl moo. xz 0 0 off. m rn F2 `moo FIFO LLI: sj� .., 2344,,.•�'S o� woH alp z�� N 1 J CL nu (Q, rV v) 3 0 x Q U o z ti v o o 5i in °D A 3 8 A u c'Yi U ei A A z � o 0. SHEET L-02.0 PLAN \ 11 SECTION � TREE PLANTING r� I lO 2"x2'x8' STEEL FENCE "T" POST, 3 PER TREE, SPACED EQUALLY, MATERIAL PER SPECIFICATIONS. 02 GALVANIZED GUY WIRE, ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE 0 RUBBER CHAFING GUARD 01" COMPOST & 3" CYPRESS MULCH PER SPECIFICATIONS 0 ROOT BALL: REMOVE BURLAP, BURLAP TIES, AND WIRE BASKET FROM TOP 1 /3 OF ROOTBALL. REMOVE ALL NYLON STRINGS, PLASTIC LINERS, AND OTHER SYNTHETIC MATERIALS FROM THE ENTIRE ROOTBALL. 6O PLANTING PIT EXCAVATED TWO TO THREE TIMES WIDTH OF ROOTBALL. PIT DEPTH AS NEEDED TO SET ROOTBALL COLLAR AT PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. O7 BACKFILL PIT WITH NATIVE SOIL 8O UNDISTURBED EARTH 0 SHRUB PLANTING O3" CYPRESS MULCH LAYER. REF: SPECS. O3" HIGH EARTH SAUCER O "SHOVEL EDGE" (TYP.) WHERE BEDS MEET LAWN. REF E/ THIS SHEET. OPLANTING PIT: EXCAVATE TO TWO TO THREE TIMES WIDTH OF ROOTBALL, W/ PIT DEPTH AS NEEDED TO SET ROOTBALL PROPOSED FINISHED GRADE. PLACE ROOTBALL ON SOLID SOIL AND NOT LOOSE BACKFILL. SCARIFY SIDES OF PIT. PROVIDE CONTINUOUS PIT FOR MASSED BED PLANTINGS. 5� ROOT BALL: REMOVE FROM CONTAINER. GENTLY SCARIFY GIRDERED ROOTS AS NEEDED. REMOVE ALL TAGS & TWINE. OPIT BACKFILL W/ PREPARED SOIL BED MIX PER NOTES AND/OR SPECS. PROVIDE CONTINUOUS SOIL BED MIX IN MASS PLANTINGS. OUNDISTURBED EARTH N.T.S. �/ N.T.S. N.T.S. ONE FT. PER O EXISTING TREE(S) TO REMAIN. . O DRIPLINE OF EXISTING TREE (TYP) 3O CONTINUOUS NYLON TIE STRING TIED TO STAKE TOPS W/ 2' TUNDRA WEIGHT ORANGE STREAMERS @ 3' O.C. O 8' METAL T—STAKES: 8' O.C. MIN., DRIVEN 2' INTO GROUND AT (OR OUTSIDE) TREE DRIPLINE 5O 4' MIN. HEIGHT ORANGE PLASTIC FENCING INSTALLED PER MANE.. RECOMMENDATIONS (TYP). SUPPLEMENT W/ SILT FENCE FABRIC @ PRUNING TRENCH AS REVD. O EXISTING. GRADE TO BE DISTURBED. 7O ROOT PRUNING TRENCH 12" OUTSIDE FENCE — SEE NOTES. O EXISTING GRADE TO REMAIN. NOTES: . 1 . PERFORM ROOT PRUNING ON ALL EXISTING TREES TO REMAIN WHERE CONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES. 2• NO GRADING, PARKING, STORAGE .OR ANY OTHER CONSTRUCTION ACTIVITY WITHIN FENCED AREA. BARRICADE DETAIL Q Coco CD coco w Q Z Z x ti a as A ogco z n I r w XZ 0 0 2:, .o .o 0 c o� mw �8OR P. FrFla �o� h. Oda tS j� • . 2344 �,p5 �OF J/n WO� � x acn z O. � U wz� a W p� REVIEWED FOR co CONA-PI . 1ANICE JUL 12 Z010 L1J C 360N Q DEVELOPMENT SERVICES uj PLAT FILED: - C Q U J 3 � o O N v A z rn A A U A cw SHEET L-o3.o